HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFINGli y
1%4J201+3� Florida Building Code Online 1,
SCANNED
`».
tro M t ®c��C31-Li�'6 Ea(?, BYrda q e
St Lucie County
BOSNome a Log In 4f User Registration Hot Topics. = Submit Surcharge Stats & Facts Publications F8C Staff I BCIS•Site Map k Uhks Se•
r Product Approval
USER: Public User ST. LUCIE COdJRTY
BUILDING DIVISION
dbpr
ProductAaproval Menu >IProduct ocAanlicatlon Search a AooOctation List a Applieotlon Detail
FOR COMPLMMCP
FL # l FL17022-117 REVIEWEJDBy
Application Type Revision DATES �' .ems
CodeVersion 2017 PLANS AND PER JiIT
Application Status Approved MUST BE KEPT ON JOB OR
NO INSP20T1ON WILL BE MADE
Comments 08/18/2017v. date'reapply 08/21/17
Archived
I
Product Manufacturer Extreme Metal Fabricators LLLt
Address/Phone/Email '2160 SW Poma Drive
Palm .City, FL 34990 E;��;;,; [ ter'; F-121D IN."OPECTORS THAT
}A, i (772) :872-8034 U r c ;i^ > .
%'' " 'Rvalidation@yahoo.eom +� e��t:-,vL;,? r ( IN ORDER TO
` COMI LY WITH Fl L ARUC-ARAE CODES.
Authorized Signature Richard McKuhen
flvalidati on@.ya hoo,com
ONCEALED FASTENERS OR ATTACH I
TechnicalRichard McKuhen Representative ARE THE RESPONSIBILITY OF THE ..
Address/Phone/Email 2160 SW Poma Drive
Palm City; FL 34990 CONTRACTOR OF RVORD
i � richar @emf b.
� rchard@emfab.net
-I? Quality Assurance Representative
yU c Address/Phone/Email
Category] Roofing r
f Subcategory . Metal, Roofing • ; +
' r Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Fic
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name:who developed
the Evaluation Report
Florida License'
,Quality'Assurance Entity
Quality Assurance Contract Expiration Date
Validated. By
Certificate of Independence
LOCKE BOWDEN
PE-49704
Keystone Certifications, Inc:
04/22/2024•
Zachary R. Priest, P.E.
Validation Checklist - Hardcopy 'Recelved
FL17022 R7 COI FL 17022.1 :5 V CRIMP ssnodf
Referenced Standard. and Year (of Standard) gjgndar Year
TAS 125 .2003
UL 1897 2012
UL 580 2006.
Equivalence of Product Standards
Certified By
https!/w,avw:fioridabuilding:org/pr/pr_app dtl.aspk2param=wGEVXQwtDgv26BQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d
1/4
Florlda'Bullding,code. Online
0
sections. from thecode
,Product ApproVal Method
Date. Submitted '
Date Validated
oate PdrfdIng FBC Approval
FL# Model, Number or Hame
Method I Option D
OP/18/2017
Q 8/25/2017
owe/2617
1Q/110/"`2017
Limits of Use
Approved for ' use in,'HVHZ: No
Approved for use,6utside HVHZ: Yes
jmpaiA.Ilt4ststianiti: No
Design, Pressure, +N/A/-Ta§le A
'dthdr, Refer to evaluation report for conditions. Install the
ass I embly'in compliance with the installation- method listed in
Is report and-ap
plicable'code sections of FBC. Refer to
ua re installationIn
17022 .2
'Lirnits'oi'u' use
Approved ,pp Ved for use In HVHZ: No.
ApproVed for use dutisldQ'HVHZ: Yes
Impact Resistant; No,
Design, Pr.esswel + , NIAI-Table A.
Ot
her: Refer to evaluation report for con ' ditlOnt.Install the•
.assembly In compliance with the installation method listed in
-
this report and applicable co,de,-sectlons of-FBC. Refer to
I rnanbfacturer`s,lnstallatlon instructions.
17022.3 3 - !'i-T Mechanical Seam" (115)
Omits . �of, Use
Approved for usain HVHZ: No
Approvedfor'use outside HVHZ: Yes
Impact Resistant: No
Des lgn*ressurei +N/A_/Table A
Other- Refer to evaluation report,for conditions'and
limitations of use. Install the a-ssimbly Incomollance-with, ilie.
I 7
installation method listed in this ieport`a,nd 60011cable-code
section* of FBC.. Refer Co rnanuf.6aurer's installation
instructions.
4 - "1.5" Mechanl6al Seam" (115)
Limits Of Use
Approved for use lK,HVHZ: No
Approved for use�dutside HVHZ: Yes
=ResIstant., No
Pressure. +N/A,/-Tablc,A nd
other: Refer'to, evaluation report for cqnditlqns.a_
(imitations of use: . e: Install the assembly in compl I lance w ' Ith, the'
installation method -listed jn, this report and applicable code
sedions'.of FBC. Refer to manufacturer's instblidtion
Instructions.
Description
26Gauge ste ell �3/8'1 rib height, 24!'-wIde'
mdch6rifcaliV.'attached,.io-,15/32!' plywood
fasteners
installation Instructl6hw
Verified BY: Locke Bowden, RE.4 704
Y
Created by independent Third: Party:' . es
Evaluation Reports'
FL17022 R7 AE FL 17022.1 5- V 01012- ssr-,ndf,
created,by, Independent,Thlrd PaftY.:, Yes'
0.032" Aluminum,
Rib height, Z'111 wide lapp'edrdof Pa
to- 1;5/32" olywood,br Wdodbeck-wil'
Installation
n Instr9d0ohi, 0 -
,FL1702
verified By: Locke Bowden, P.L. 49704
created, by ipopoehdent Third Party: Yes
Evaluation Reports,
FLI 70 .2 2 1., RZ I _Ag - fC 17022 2 5 VVCRIMP 0.032 ALUM MArs
Created by lftdependent:Thirci Party" Yes
1.5" 66,helght, 16" wide 24, gaugviteel, standing seaml,rc
panel mechanically. atta;h7e4-to;15j3V plywoacfoe wood -de
,With dips and-fas"MrS.
ini;taiiialort'Instructions
FL . 1 0 7.11 MECHANICAL
ECHANic&
,§g , arrL I 24`ga qEP-0—r
__- _-5.
Verified By: Locke Bowden, P.E. 49704
'6nddnt Third Part
Created by Independent Yes
Evaluation Reports
7071 7 ANICAL
created by.Indbpenldent-Third, iiartYl: 'Yes
1.51�; rib height, 16" wide, 0.0321- oJumlnum,:sthndlnq,sqarr1
roof pof panel-mechanicallyattachddto 15/32!*.plyw66d or Wot,
'Deck With c1lo's and fasteners.
installation instructions
L47Q22 R7 II FL 17Q
Verifled,'By: Locke BoWd ' en, R.E. 49704
Created ' by Independenttlh[M Party:Yes
Evalu.atl,on Reports'. EAM
FL I
Created by,1 ' ."ftY
ndent Third ?a:AAP
roof
?j4
in, Nall StrIP4
17022.5
__[Vrib 'height; 16q Wide, 26 gauge stew,
1
1l4/2018
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/=Table A
Other: Refer to evaluation report for condition's and
limitations of use.iInstail the:assembly in compliance with the
installation method listed in this report and applicable code
sections of FBC. Refer to manufacturer's installation
Instructions.
17022.6 6 - "Win. Nail Strip" (115)
Limits of Use.i
Approved for, use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/=Table. A
other: Referfto evaluation report for conditions and
limitations of use., Install the assembly in compliance with the
installation method listed in this report and applicable code
sections of_FBC. Refer to manufacturer's installation'
17022.7 17 - "1.5 in. Nall Strip" (115)
Limits of Use.
Approved.forr;use.ln HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design,:Pressure., +N/A/ Table A
Other`: Refer to evaluation report for conditions. and
limitations of use. Install the assembly in compliance with the
Installation method listed in: this report. and applicable code
sections of FBC. Refer to manufacturer's installation
instructiohss.
17022.5' 18 - "EMAX Rib" (115),
Limits of Use,
Approved for use in HVHZ: ;No
Approved. for, use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions and'
limitations of use. Install the assembly ln'compliance with the
installation method listed in this report and applicable code
sections. of FBC. Refer fo manufacturer's installation
instructions.
17022.9 19 - " PBR.MAX" (115)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ Table A
Other: Refer to evaluation report for conditions'and
limitations of use. Install the assembly in compliancewith the
installation method listed in this'report and applicable code
sections of FBC. Refer to manufacturer's installation
Instructions.
panel, mechanically attached to 15/32" plywood• or wood, de
with fasteners.
Installation Instructions
FL17022 R7 II FL 17022,5 1'0 NAILSTRIP ssrodf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 'R7 AE FL 17022 5 1.0 NAILSTRIP ssr pdf
Created by Independent Third Party: Yes
1" rib height, 16" wide, 0.032" aluminum,'standing seani'ri
panel mechanically attached to Attached to 15/32" plywooc
Wood Deck with fasteners,
Installation Instructions'
FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssrodf
Verified By: Locke Bowden, P.E. 49704
Created by1ndependentThird Party.: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0 032
ALUM ssrodf
Created by Independent Third Party: Yes
1.5." "rib height, 19" wide, 26 gauge steel, standing seam rc
panel mechanically attached to 15/32",plywood or wood de
with fasteners.
Installation Instructions
FL17022 R7'II FL 17022.7 1.5 Nail Strip 26GA ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes'
Evaluation Reports
FL17022 R7 AE FL 17022,7 1 5 Nail Stria 26GA ssrodf
Created by Independent Third, Party: Yes,
29 gauge steel, lapped roof panei'Mechanicaily attached to:
15/32" plywood or wood deck with exposed fasteners:
Installation Instructions.
FL17022 R7 II FL 177022.8 EMAX Rib ssrodf
Verified By: Locke Bowden, P. E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 177022.8 EMAX Rib ssrodf
Created by Independent Third Party: Yes
26 gauge steel, lapped roof panel mechanically attached'to
15/32" plywood or wood deck with exposed fasteners..
Installation Instructions
FI 170 R7 II FL 17022 9 PBR RIB ssrodf'
Verified By: Locke Bowden, P.E. 49704
'Created by Independent Third Party: Yes
Evaluation Reports
FLI7022 R7 AE FL 17022 9 PBR RIB ssrodf
Created by Independent Third Party: Yes
Contact Phone: BSQ-487-1624
"TFie 5[ote or Florida Is an.AA/EEO employer. C^-^e+rfaht R07-2013 State of Florida.:; Privacy Statement :: Aeeacvlbillty statement :: RPJUM1 1§1111 ant
��� � tr...w.,tk.nliahldirfinn nrn/nr/nr ado, dti.asox?param=wOEVXQMDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%°3d 314
Palm m, "City, FL M"Q
Compliant ' with Florida Ruildi gtodo-2011(61ed.-)
Compliant with Olorlida'Produd App
roval #,SX1429-1
;Compliant: - keystone Certifications
Prodoct,5N Crimp-26GA Steel Rddf Omit
Viold.,strelgth:, 50 ksi -min,,;- Attached to- min...15/3210 plywood or
Deck W/fmi:n.D:42-specific gtgvltv',with screws. 24",Coverage.
Rib Height.--3/8"
;Corrosion Resista'ht CoMpRkht:jDC
Sec. 19,674_._3
11
fastenerIlMethod1Attachment):,#0,x'1-1/1Hex-Wash_er,A
Head wood
oo screw* to penetrate
3/16"`mi , D thr r embedment into wood- (�Ot.suffideni len'
u deckor V .,,,plank. gth,,to,m#
;re4ulrefvte0t$)
14/6
Fastener o.jj rA Hex-Washer
:Head
ml 'n thrudeck or 5/9" embedment into Wood plank.. (,*or, sufficient length
tomeet- requirements)
Underl'AymOt: to be compliant with, FBC Sec. C brtASOMA
Slope:'Shall be in con ,011"ia nce with, FRC Sec. IS07.,
A
1. 1 METHOD2
Pte#ermce',D.ata:: ARCHITECT ORA
U!"580-96 , A 1997-041, 'Test ROPort, [MSO.01-45048
Test Report F3366.0145040.
'Re'drt PD560.02M.;
USA:25-037 Test
- to sondard 1& 1897-4
450-18
*EQUIVALENCY 1897-04 is eqid test
got,
'Lodke, . Bowden, . 'REAdknot.have p-gtvAll-acquire,.afiharkOlil;lht-om
A,
under this evaluation:
Llt otjp*ned
;*We .13 q en,'O. n
OtLxdj&contrdlledby
, keddilw C. 4•
-6.C.,
#10
OASA51
0.7j22/14.
*08sign prd�sum imhoof of $OW-21-111
products,
FL"17022A 5V Crimp (26GA Steel), 24 Wide.Roof Panel - Details
Limitations':
1..U6d6fayment_to be compliance with current Florida Building Code (FBC)2017 61h ed.
'2: Minimurn slope to be compliant with Florida Building Code. 2017 00, ed., and per with Manufacturer's installation 'referenc4,
3: Products are compliant for. State of Florida product approval ;per Rule :61 G20-3. Compliance Method: 1-0
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5 Fire classification is not.part.of this,acceptance. Shear diaphragm values are outside this.report.
6. Support framing in compliance WFBC-2017 6►h ed.,,'Chapter 2-2 for Steel', Chapter 23 for Wood. and Chapter 16 for
Structural Loading.
7°: This report.does not imply warranty, installation, -recommended product use outside of this .report.
r�
3
Panel
:Overlap
— Fasteners -
#9x,1-1/rMin. or
#10 x.1-1i2, NGn. parTable A" for Row 'S V Crimp Roof Panel
Spacing and Design pressures
Hex Washer Heed Wood Screws
Dedc
-102' or greater Plywood, or
_.wood wank
¢?T MLSTRIATIONS
Panel Profile
Nominal 12" Nominal 12"
o.c.. O.C.
Fasten.
kT-_ T=1/2" Min. or 910 wl-1/2" Min. per
Table "A" Hex Washer Head Screw
,Spaced '12" o.c, across -the Panel Width
Refer to Table "A" for Spacing Along Panel
Length
Deck- 15/V' or,greater
Plywood, or
- Wood plank
TRINITYIERD
N REPORT
Ile, Quebec J2C 5P8 Canada
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report S18010.06.09-R11
FL2569-R13
Date of Issuance: 06/15/2009
Revision 11:10/06/2017
IF', ' Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
maerials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
scribed herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION oprema Roof Underlayments
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. Trinity I 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 "Trinity IERD 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 by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 10/06/2017. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. 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 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
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated complia
following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with I
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of
herein.
2. STANDARDS:
Section
1504.3.1
1504.3.1
1507.1.1, T1507.1.1, 1507.2.9.2
1507.3.3
FRSA/TRI April 2012 (04-12)
TAS 110
3. REFERENCES:
Knttl
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
ERD (TST6049)
M-D (CER1592)
ICC-ES(EVL2396)
PRI (TST5878)
Soprema, Inc. (PDM3511)
UL, LLC (QUA9625)
4. PRODUCT DESCRIPTION:
Property
Wind Resistance
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Accelerated Weathering
Examination
ASTM D1970 / TAS 110
Physical Properties
ASTM D1970 / TAS 110
Wind Resistance
Wind Resistance
TAS 103 / TAS 110
ASTM D1970 / TAS 110
ASTM D1970 / TAS 110
Physical Properties / Tensile Adhesion
Physical Properties / Tensile Adhesion
ASTM D1970
ASTM D1970
Physical Properties / Tensile Adhesion
Physical Properties / Tensile Adhesion
Accelerated Weathering
Wind Resistance
HVHZ Compliance
2015 IBC Compliance
Physical Properties
Equivalency Declaration
Quality Control
Standard
FM 4474
UL 1897
ASTM D1970
FRSA/TRI April 2012
ASTM D6163
TAS 110
Reference
2968.05.04-2
2757.02.05
2974.03.05-2
2778.07.05
2779.11.05-111
S7120.11.07-2
S13190.02.09-111
S31370.03.10-1-R1
S11150.05.10-R1
S11150.05.09-R2
$37210.11.11
S40540.02.13-1
S43530.02.14-1
SQPC-SC7645.02.15
SQPC-SC8520.14
SO P C-SC14045.05.17-R 1
15-0508.04
ESR-1524
SOP-064-02-01
SA SMOOTH PLY 40
Service Confirmation
2015
2012
2008
?.000--
02/03/2005
05/17/2065
07/15/2005
04/18/2007
11/02/2007
04/01/2010
04/07/2010
09/09/2010 .
10/05/2010
11/09/2011
02/19/2013
02/21/2014
02/13/2015
04/17/2015
06/07/2017
09/24/2015
03/01/2017
12/03/2013
06/29/2015
Exp.07/18/2020
4.1 Lastobond TU HT is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof
underlayment; meets ASTM D1970 and FRSA/TRI April 2012 (04-12).
4.2 Lastobond Shield is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment available in two widths; 36 and 45 inch; meets ASTM D1970.
4.3 RESISTO SA SMOOTH PLY 40 is a self -adhering, woven polylethylene surfaced, SBS modified bitumen roof
underlayment; available in 3.3 ft x 65 ft rolls; meets ASTM D1970.
4.4 Lastobond Shield HT is a self -adhering, woven polyethyle a surfaced, high temperature, SBS modified
bitumen roof underlayment; meets ASTM D1970.
Exterior Research and Design, I.I.C. Evaluation Report S38010.06.09-R11
Certiflcate ofAutharization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-1113
Soprema, Inc. Revision 11:10/06/2017
Page 2 of 8
r
�J
TRINITY 1 ERD
4.5 Lastobond Pro HT-N is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment available in two widths; 36 and 45 inch; meets ASTM D1970.
4.6 Lastobond Pro HT-S is a self -adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment; meets ASTM D1970.
4.7 Lastobond 195 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof
underlayment; meets ASTM D1970.
4.8 Lastobond Eaves Protection Sheet is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970.
4.9 Lastobond Eco is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof
4.10 Lastobond Smooth Seal HT is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen
roof underlayment; meets ASTM D1970.
4.11 RESISTO LB1236 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof
underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.12 PrimeSource Grip -Rite Eave & Valley Protector is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.13 RESISTO LB1244 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof
underlayment, with a 44-inch sheet width; meets ASTM D1970.
4.14 Colphene FIR GR is a self -adhering, fiberglass reinforced, granule -surfaced, SBS modified bitumen roof
underlayment; meets ASTM D1970 and FRSA/TRI April 2012 (04-12).
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Soprema Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval 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: ROOF COVER OPTIONS
Underlayment
Asphalt
Nail -On
Foam -On
Metal
Wood Shakes &
Slate
Shingles
Tile
Tile
Shingles
Lastobond TU HT
YesFNo
es;,
Ye
See 555.1
Yes
-Yes
Yes
Lastobond Shield / Pro HT-N / RESISTO SA
Yes'
No
No
Yes
Yes
SMOOTH PLY 40Lastobond
Shield HT/ Pro HT-S
Yeso.
No
Yes
Yes
Yes
Lastobond Eaves Protection Sheet /
Yes
:No,
No
�No"
Yes
Yes
Lastobond 195
`
Lastobond ECO / RESISTO LB1236, Grip -
Rite Eave & Valley Protector / RESISTO
Yes'
'„9
� No
Yes
Yes
LB1244
....As... a
.,..o.
......... .
°
Exterior Research and Design, LLC. Evaluation Report S38010.06.09-R31
Certlj(cote ojAuthorlration #9503 CH EDITION (2017) FBC NON-HVHZ EVALUATION F1.2569-1113
Soprema, Inc. Revision 11:10/06/2017
Page 3 of 8
C)o
\.I TRINITY I ERD
- . 1 TABLE ° u
,ROOF COVER -OPTIONS
v ,
Asphalt
Nail -On
Foam -On
Metal
Wood Shakes &
Slate
Underlayment
Shingles
Tile
Tile
Shingles
Lastobond Smooth Seal HT
Yes ".,
No ;: ,.
,� No .�
Yes"
Yes,'
r"Yes
Colphene FR GR
Yes
Yes
Yes ..
See 5.5.1
N.o
Yes
Yes��
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product Approval
Underlayments
Dow TileBondTM
FL22525
Lastobond TU HT
ICP Adhesives Polyset® AH-160
FL6332
Lastobond TU HT or Colphene FR GR
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond
Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
Colphene FR GR applied to:
➢ Plywood; ASTM D41 primed plywood; ASTM D41 primed structural concrete.
Note:
➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends
priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within
24 hours.
➢ Soprema requires tongue -and -groove board decking be covered with plywood or OSB prior to
installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond
Pro HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 19S, Lastobond ECO, RESISTO
LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR
GR applied to:
➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Lastobond TU HT only), insulation attachment shall be designed by a qualified
design professional and installed based on testing of the insulation/underlayment system in accordance
with FM 4474, Appendix D, Testing Application Standard TAS 114, Appendix J or UL1807.
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report S18010.06.09-R31
Certificate ofAutharization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R13
Soprema, Inc. Revision 11:10/06/2017
Page 4 of 8
TRINITY IERD
5.6.3 Bond to Mechanically Attached Base Laver:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
➢ ASTM D226, Type I or II felt; Sopra-G; Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems (Lastobond TU HT only),
base layer shall be attached in accordance with FRSA/TRI April 2012 (04-12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment
systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications.
Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,
and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has
already been applied). Refer to FRSA/TRI April 2012 (04-12) or FBC 1609 for determination of design wind
pressures.
#1 Maximum Design Pressure = -45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered.
#2 Maximum Design Pressure = -67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Elastocol600c
Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered.
#3 Maximum Design Pressure = -150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self -adhered, shall be thoroughly roll using hand roller and/or
weighted roller to ensure there are no voids, and ensure there are no voids/bridging at
side and end -laps.
#4 Maximum Design Pressure = -60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin
caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3),
equally spaced rows in the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered
5.6.4.1 All other direct -deck, adhered Soprema underlayment systems beneath foam -on tile systems carry a
Maximum Design Pressure of -45 psf.
Exterior Research and Design, U.C. Evaluation Report 518010.06.09-R31
Certificate ofAuthoriratfon #9503 6"' EDITION (2017) FBC NON-HVHZ EVALUATION F1.2569-1133
soprema, Inc. Revision 11:10/06/2017
Page 5 of 8
r.
F)o
TRINITY I ERU
5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO
LB1236, Grip -Rite Eave & Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-
days after installation.
Lastobond Shield, Lastobond Pro HT-N, RESISTO'SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond
Pro HT-S shall not be left exposed for longer than 90-days after installation.
Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations RAS 103 per FRSA/TRI April 2012 (04-12)):
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.
TABLE 2: TILE SLIPPAGELIMITATIONS FOR DIRECP-D ECKTILE INSTALLATIONS
Maximum
Underlayment
Tile Profile
Staging Method
Slope
Flat
Max. 10-tile stack
6:12
Lugged,
Max. 10-tile stack
5:12
Max.10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
Lastobond TLI HT
x M
Lugged�
Flat
Max. 10-tile stack 5:12
Colphene FR GR
Lugged
Max. 10-tile stack
6:12
Exterior Research and Design, I.I.C. Evaluation Report S18010.06.09-R31
Centif(cate ojAathorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R13
Soprema, Inc. Revision 11:10/06/2017
Page 6 of 8
6. INSTALLATION:
6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application, and prime the substrate with Elastocol Stick, Elastocol
600c or RESISTO EXTERIOR PRIMER (if applicable).
6.3 ° Lastobond ;TU HT Lastobond Shield, Lastobond Pro HT-N` RESISTO SA -SMOOTH PLY 40 Lastobond Shield
HT, Lastobond Pro HT-S, Lastobond Eaves Protection- Sheet, Lastobond ,195, Lastobond Eco, Lastobond
Smooth Seal'HT, RESISTO 1LB1236, Grip-Rite'Eave &yalley'Protector, RESISTO LB1244 or'Colphene FIR GO:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBG Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile Applications:
While priming is optional, Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO
EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below. All over -granule end -laps
shall be sealed using either heat -welding or hot air welding techniques.
When installing at slopes above 8:12, Soprema recommends back -nailing in the overlap area at the top of
the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Lastobond TU HT or Colphene FR GR only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on the applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2022 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and Soprema published requirements for tile staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Exterior Research and Design, I.I.C. Evaluation Report 518010.06.09-R31
Cerd lcate afAuthorization #9503 eH EDITION (2017) FBC NON-HVHZ EVALUATION F1.2569-1113
Soprema, Inc. Revision 11:10/06/2017
Page 7 of 8
(-"*"IQ -
V I RINITY I ERD
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant ;`
Specification
Products
Lastobond Shield, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,
Lastobond Pro HT-N, Lastobond Pro HT-S, Lastobond 195, Lastobond
Drummondville,
ASTM D1970
Eaves Protection Sheet, Lastobond Eco, Lastobond Smooth Seal HT,
QC (Canada)
RESISTO LB1236, PrimeSource Grip -Rite Eave & Valley Protector,
RESISTO LB1244
ASTM D1970 & FRSA/TRI 04-12
Colphene FR GR
Lastobond 195, Lastobond Eaves Protection Sheet, Lastobond Eco,
Wadsworth, OH
ASTM D1970
Lastobond Smooth Seal HT, RESISTO LB1236, PrimeSource Grip -Rite
Eave & Valley Protector, RESISTO LB1244
ASTM D1970 & FRSA/TRI 04-12
Lastobond TU HT; Colphene FR GR
Lastobond 195, Lastobond Eaves Protection Sheet, Lastobond Eco,
Gulfport, MS
ASTM D1970
Lastobond Smooth Seal HT, RESISTO LB1236, PrimeSource Grip -Rite
-
Eave & Valley Protector, RESISTO LB1244
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report S18010.06.09-R11
Certijfcate of Authorizatlon #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-1113
Soprema, Inc. Revision 11:10/06/2017
Page 8 of 8