HomeMy WebLinkAboutProduct Approval ,
T reasure Harvey E.Koehnen 7205 Elyse Circle
C oast Professional Engineer#32831 P 5 L Florida 34952-8212
B uilding Architect#AR0009471 PHONE(772)466-5509
E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035
Inc. E-MAIL:hkoehnen@tcbeweb.com
Contractor f'j%A r~wLr4 b4
Owner Vuit41U I 4or2P. Date 2 2. 1
Job Address '7 4P Lf t ?'O
METAL ROOFING l„+J L F46P*! C-r 6 V 'xlvAA!S• 1
NEW ROOF RE-ROOF REPAIR AREA
METAL ROOF PLAN
r
}
NOT
* R m. .e 4 xisl ing rGc finto p13M
*
X11i "dom.fuIr un 'h d long)
91 al 6'o. .al ens&fie d t tri ss
ASCE 7-10&FBC 2014 5th Edition ENCLOSED BLDG _SEMI ENCLOSED BLDG OPEN
PART 2 LOW RISE C&C SIMPLIFIED F
RISK CAT 2/V=167.0 /EXPOSURE 6 X=__— JKzt=1.0/h J5 /12 PITCH
ROOF SYSTEM �t L�"�+�s'�'P WV %&4k^L- (14061,124 �;2• �1 V
ZONE 1 P @ @ h=30 = X = PSF x 0.6= ' •7 �
ZONE 2 P @ @ h=30 = X = PSF x 0.6=� a=
ZONE 3 P @ @ h=30 = X = PSF x 0.6= a=
MAX DESIGN PRESSURE PER NOA 44.2'( a[&-V
DECPE ft- W Vov THICKNESS 00'
BASS HAEd' m"C 0 r NO.OF PLIES�_FASTENER TYPE SPACING
PLY SHEET f NO.OF PLIES FASTENER TYPE SPACING
TOP PLY NO.OF PLIES -- FASTENER TYPE SPACING
INSULATION BASE LAYER TYPE SIZE
TYPE OF FASTENERS: SPACING FIELD PERIMETER CORNERS
INSULATION TOP LAYER TYPE SIZE
TYPE OF FASTENERS/ L*gr6s x 1. 5'" wnrt sem. WAs,op. jorrH_I-Ae%-. 4owr'Q=1AW-
DRIP EDGE SIZE !x.S" DRIP MATERIAL 4(OAlf-41 FLASHING MATERIAL 'X 40 /�A4 4,
FASTEN ER-SPACING FOR METAL ROOF PANELS: FIELD 4161 " PERIMETER I!'O,. CORNER V-P"_
T reasure Harvey E. Koehnen
C oast Professional Engineer#32831
B Wilding Architect#AR0009471
E rigineers, Certified General Contractor #CGCO24776
Inc.
These tables Are For Roof Goverincis
Roof coverings Installed on Buildings with a
Mean Roof"Height of 30'or Less Located in Exposures B, C or D
'Table 8301.2[2]-PF,- Y t r-Ld A5--f5 7-lc)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSFI.
160 Exp B 160 Exp G 160 Exp C 160 Exp D 160 Exp D
(One story • (Two story*) (One story"`) (Two story*)
Roof>0 to 7 degrees Zone 1 -27.6 -33.4 -38.7 -40.6 -45.9
7degrees=11/2112 pitch Zone 2 -46.4 -56.2 -65.0 -68.3
Zone 3 -69.8 . -84.5 -97.7 -102.7 -115.9
(R o o f577 to 2 7�degrees 'Z�on a 1� -26,3 30.7 -35.5 -42
18=6/12 pitch Zone 2 -44.1 -61.8 -64.9 -73.3
Zone 3 -65,1 -91.2 -95.7 - 108:;1
.
27 degree 634
8.8
70
Roof>27 to 45 degrees Lone I -27.8 -33.7 -40.0 -40,1 -482
.
45 degrees= 12112 pitch Zone 2 -32.4 -39.3 -15-4 -47,7 _53,8
Zone 3 -32.4 -39.3 -45.4 -47,7 -53.8
.150 Exp B 150 Exp C 150 Exp C 150 Exp D 150 Epp D
(one story*) (two story*) (one story*) (tVo story.)
Roof>0 to 7 degrees Zone 1 -24.3 -29,6 -34.1 -35.8 -40.4
7dagrees=1112112 pitch Zone 2 -40.8 -49A -57,2 -60.0 -87.8
Zone 3 -61.4 -74.3 -86.0 -90.3 -102,0
Roof>7 to 27 degrees Zone 1 -22.2 -26.9 -31.1 _32,7 -36.9
27 degrees=6/12 pitch Zone 2 -38.7 .-46.9 -54.2 -56.9 -64.3
Zone 3 -57,3 -69.4 -80.3 -84.3 -95.2
R*Oof>27 to 45 d6grees Zone I -24.3 L29.5 -34.1 -85.8 -40.4
45 degrees= 12/12 pitch Zone 2 -28.4 -34,4 -39.8 -41,8 -47.2
Zone 3 -28.4 -34.4 -39.8 -41.8 -47.2
One story*=one story building with a maximum mean roof height of 15 feet
Two story*=tvo story building with a maximum mean roof height of 30 feet
-If-allowed by the Miami Dade N:O.A or Florida Product Approval,any-system.that does.-not meet the
minimum components and cladding pressures for the area that the building is located per this form
may require a Florida licensed engineer to revise the fastener spacing
7205 Elyse Circle PHONE (772)466-5509
T C B E,Inc. e
Port Saint Lucie FAX (772)489-3035
Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com
WEB srrE http://www.tcbeweb.com
rlonda Building Code Online rage i or 3
BCIS Home Login User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search
Business,,
ProfessibnaI ' Product Public User
ProductAooroval Menu>Product or Aoolica5on Search>Application Lis t>Application Detail
t✓I_I:- M� FL FL11651-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Gulf Coast Supply&Manufacturing,LLC.
Address/Phone/Email 4020 S.W.449th Street
Horseshoe Beach,FL 32648
(352)498-7852
ray@guifcoastsupply.com
Authorized Signature Ray Bowen
ray@gulfcoastsuppiy.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a/L:,cense,,,,
Florida Professional Engineer
Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Daniel S. Kuhn
Evaluation Report
Florida License PE-75519Quality Assurance Entity Keystone Certifications,Inc. /
Quality Assurance Contract Expiration Date 04/12/2024 I
Validated By Locke Bowden n, V
r Validation Checklist-Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Ena.Ddf
FL11651 R2 COI Letter of Name chanoe.Ddf
Referenced Standard and Year(of Standard) Standard Year
FM 4471 1992
TAS 100 1995
TAS 110 2000
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
AA ,.,....9.. .,nW,.crr0i1)9r.- 1i1)ni1)1)14
rionaa bu>iatng t oae uniine rage i of
yyr j{ry
4,
i q� 1Jil•j,iYh
•,...a, s'L<RT? Sia
SCIS Home Log In User Registration Hot Topics Submit Surcharge Stars&Facts Publications FSC Staff BCIS Site Map Links Search
Business,-'., .
Professional -i. )Product ubliicc Approval
f Product Approval Menu>Product or Application Search>Application List>Application Detail
4. N:s y;r^✓n': rr-''a FL FL2569-R10
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Soprema,Inc.(Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memath ieu@soprema.ca
Authorized Signature Marc-Etienne Mathieu
memath ie u@sopre ma.ca
Technical Representative Marc-Etienne Mathieu
Address/Phone/Email 1688 Jean-Berchma ns-Michaud
Drummondville,NON-US 00000
(819)478-2400 Ext 3327
memath ieu@ sop rema.ca
Quality Assurance Representative Jean-Francois Cote,Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
ne Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J. M.Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL2569 R10 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D6163 2000
ASTM D6164 2005
FM 4474 2004
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
TAS 110 2000
httn•/Axnvvv flnrir1Aiii1r1incr nrct/nr/nr am riti 1 n 0/1 ninn1 G
Moncia Building Uode Unline rage or
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/29/2015
Date Validated 07/02/2015
Date Pending FBC Approval 07/09/2015
Date Approved 08/18/2015
summary of Products
FL# Model,Number or Description
Name
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL2569 R10 II 2015 06 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569
Approved for use outside HVHZ:Yes R10.Ddf
Impact Resistant:N/A Verified By: Robert Nieminen,P.E. PE-59166
Design Pressure:+N/A/-90 Created by Independent Third Party:Yes
Other:1.)Refer to ER Section 5 for Evaluation Reports
Limits of Use.2.)The design pressure FL2569 R10 AE 2015 06 E NAL ER SOPREMA CA UNDERLAYMENTS FL2569-
noted herein pertains to underlayment R10.Ddf
systems used beneath adhesive-set tile Created by Independent Third Party:Yes
systems. Refer to ER Section 5.6.4 for
details.
B k1 N—
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 ,
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:;Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,FS.,please crick here.
Product Approval Accepts:
...
a E.tt
sccuriLv".::
A+l Q/I0/7nI c
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization 49503
����� ER® 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Soprema,Inc. Evaluation Report S18010.06.09-118
1640 rue Haggerty FL2569-R10
Drummondville,Quebec J2C 5P8 Date of Issuance:06/15/2009
Canada Revision 8:06/29/2015
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 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Soprema 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 IERD 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 "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
{iiitll./l, v�
.� •`4l� The facsimileseala appearing was Robert Nieminen,
Robert J.M. Nieminen P.E. " o'• . g y
° , `�� P.E.an 06/29/2015.This does not serve as an electronically signed
Florida Registration No.59166 Florida DCA ANE1983 i. ti VG document.Signed,sealed hardco les have been transmitted to the
°""•t"`" Product Approval Administrator and to the named client
CERWICATION OF INDEPENDENCE:
1. TrinitylERD 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 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.
. .
/ \
, /
' / ��
~ ° " ^"" `" " " ���
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Vndednvmeot
Compliance Statement: nuofundedayments' as produced bysonnemu' have demonstrated compliance with the following
sections ufthe 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. SnAmnAwos;
Section Property Standard Year
1504.3.1 Wind Resistance Fxx4474 2004
1507.2,\1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 zmm
1507.4.5.1,1507.5.3,3507.7.3
150713-2 Physical Properties ASTM D6163 umu
1507.11.2 Physical Properties ASTM D6164 zoos
1523.6�.2.1 Physical Properties rxsuo 1995
TmSom Accelerated Weathering nASzso z000
1507�.3 Installation Practice FRSAITRI April 2012(04-12) 2012
3. RsenswCEs:
gniitt Examination Reference Date
sno(Tsrso49) ASTM ozsn0/nASzuo 2968u5.04-2 05/1412004
sno(TcSTawm) Physical Properties 275702.05 02/03/2005
sno[nn600y) ASTM ou97n/nASzu] 2974u3.05-2 05/17/2005
sno(Tsnamy) Wind Resistance 27/8.07o5 07Y1$2005
sno(Tsrnmm) Wind Resistance 2779.11.05-111 04118/2007
sno(cn6o4y) TAS xa/TAS zm s7120.11u7-2 11/02/2007
sno(enno49) ASTM ozyrn/rxszuo s13190.02.0+nz 0*/01/2010
sno(Tsn604y) ASTM n197u/TAS zzu syzaruo1z*1-nz 0*/07/2010
sno(TSrswm) Physical Properties/Tensile Adhesion s11150.05.uG-xu 09/09/2010
sno[nnnu«o) Physical Properties/Tensile Adhesion S11150.05.09-R2 10/05/2010
snuUsT6omH ASTM D1970 s37210.11.11 11/09/2011
cou(Tsn6mm) ASTM D1970 s40540.02.13-1 02/19V2013
sno(TsTso*y) Physical Properties/Tensile Adhesion S43530.02.1+1 02121/2014
cno(Tsnaws) Physical Properties/Tensile Adhesion sorc-Sc7645.02.15 02/13/2015
sno(TsTswm) Physical Properties/Accelerated Weathering snpc-Sc8520.14 04117/2015
M'o(ccn15y2) nv*Zcomnoance 09-1005.02 11/04/2010
x*o¢ex1592> *vxzcomplianos zs*saozo 11/27/2014
ICC-ES(mL2396) 2012,2009 and 2006IBC Compliance ESRa524 10/01/2014
pn|(cSTs8mu) Physical Properties sop064-02*1 12103/2013
spprama,Inc.(poxxys1U Equivalency Declaration sASMOOTH PLY*o 05/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.10/16/20
4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering,non-woven polyester fabric surfaced,SBS modified bitumen roof underlayment.
4.2 LamobondShield is a self-adhering,woven polyethylene surfaced,SBS modified bitumen roof underlayment available
intwo widths;36and 4Sinch.
4.9 RE5|STO SA SMOOTH PLY 40 is a self-adhering, woven polyethylene surfaced, Sus modified bitumen roof
undedayment;available in3.3 ftx65ftrolls.
44 Lamobuod Shield HT is a self-adhering,woven polyethylene surfaced, high temperature,sms modified bitumen roof
undedayr"ent.
4.5 iastobund Pm HT-m is o self-adhering, woven polyethylene surfaced, SBS modified bitumen roof uodedaymert
available intwo widths;3hand 45inch.
4.6 iovtobond pm HT-Sisa self-adhering, woven polyethylene surfaced, high temperature, SBS modified bitumen roof
undedayment.
4.7 iagobondl95isaoeifadhering,glass-mat reinforced,sand*udfaced,SBS modified bitumen roof unde,layment.
Exterior Research and Design,I.u� Evaluation Report s1oo10.oaoy-Ro
u,tifinmwm"m"m~uo w9S03 FL256*aou
Revision 8:u6/29/2015
Page zms
r■
. DA, . . , , . . . ® G ulf
SUPPLY fi MANUFACTURING
'C o
5V
26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA PRODUCT APPROVAL NO. 11651.13 R2
T�!
Product Evaluation Report. .
GULF COAST SUPPLY&MANUFACTURING, LLC.
26 Ga. 51!Crimp Roof Panel over 951.32"Plywood
Florida Product Approval #11651.13 R2
Florida Building Code 2014
Per Rule 61G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 +�`'p,N�E!;S•,,irk',
\,\C E rvs� •y
Engineer Evaluator: *:� No. 75519
Dan Kuhn, PE. #75519 ;
Florida Evaluation ANE ID: 10743 ��,_ * �'
��• s
• rArF of
Validator: s • .
S
Locke Bowden, P.E. #497041;01VAL. e
9450 Alysbury Place o,6�30��Zo95
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL#11651.13 R2•JUNE 15,2015
Florida Building Code Online rage 4 or 3
Impact Resistant:N/A FL11651 R2 II 14FL11651 12_R2 Metal Roof Panel Detail.pdf
Design Pressure:+N/A/-156.5PSF Verified By: Dan Kuhn,P.E.75519
Other:-108.5 psf @ 12"o.c.fastener spacing. -156.5 Created by Independent Third Party:Yes
psf @ 6"o.c.fastener spacing.Install per Evaluation Reports
manufacturers details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265vCrimp 15-
i 32Plvwood HVHZ.pdf
Created by Independent Third Party:Yes
11651.13 26 Ga.5V Crimp 26 Ga.5V Crimp overly%3lywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R2 II 14FL11651 13 R2 265vCrimp 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf
Impact Resistant:N/A FL11651 R2 II 14FL11651 13 R2 Metal Roof Panel Detail.pdf
Design Pressure:+N/A/-131.PSF Verified By: Dan Kuhn,P.E.75519
Other:-94.25 psf @ 16"o.c.fastener pattem.-131.0 Created by Independent Third Party:Yes
psf @ 16"o.c.fastener pattern.Install per Evaluation Reports
manufacturers details. Not for use in HVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265vCrimp 15-
32 Plywood_N on H V H Z.pdf
Created by Independent Third Party:Yes
11651.14 26 Ga.5V Crimp 26 Ga.5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32"
Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R- II 14FL11651 14 R2 265vCrimp 1x4 IS-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf
Impact Resistant:N/A FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detail.p_df
Design Pressure:+N/A/-156.SPSF Verified By: Dan Kuhn,P.E.75519
Other:-108.5 psf @ 12"o.c.fastener spacing.-156.5 Created by Independent Third Party:Yes
psf @ 6"o.c.fastener spacing.Install per Evaluation Reports
manufacturers details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 14 R2 265vCrimp 1x4_SS-
32Plvwood NonHVHZ.pdf
Created by Independent Third Party:Yes
11651.15 26 Ga.Gulf Lok 26 Ga.Gulf Lok 16"Wide Roof Panel over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 15 R2 26GulfLok 16 15
Approved for use outside HVHZ:Yes 32Plywood_HVHZ.pdf
Impact Resistant:N/A FL11651 R2 II 14FL116515 R2 Metal Roof Panel Detail.pdf
Design Pressure:+N/A/-161.OPSF Verified By: Dan Kuhn,P.E.75519
Other:-63.5 psf @ 5 3/16"o.c.fastener spacing. Created by Independent Third Party: Yes
-121.75 psf @ 5 3/16"spacing.-161.0 psf @ 5 3/16" Evaluation Reports
o.c.fastener spacing.Install per manufacturers details. FL11651 R2 AE 14FL11651 15 R2 26GulfLok 16 15-
For use in HVHZ Zones. 32Plvwood HVHZ.pdf
Created by Independent Third Party:Yes
11651.16 26 Ga.Gulf Lok 26 Ga.Gulf Lok 16"Wide Roof Panel over 15/32"Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R2 II 14FL11651 16 R2 26GulfLok 16 15-
Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.pdf
Impact Resistant:N/A FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.pdf
Design Pressure:+N/A/-63.5PSF Verified By: Dan Kuhn,P.E.75519
Other:-63.5 psf @ 5 3/16"o.c.fastener spacing. Created by Independent Third Party:Yes
-121.75 psf @ 5 3/16"fastener spacing.-161 psf @ 5 Evaluation Reports
3/16"fastener spacing.Install per manufacturers FL11651 R2 AE 14FL11651 16 R2 26Gulfl-ok 16 15-
details.Not for use in HVHZ Zones. 32Plvwood NonHVHZ.pdf
Created by Independent Third Party:Yes
11651.17 26 Ga.GulfPBR 26 Ga.Gulf PBR Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11651 R2 II 17 R2 26Gu1fPBR 15-32Plvwood NonHVHZ.pdf
Approved for use outside HVHZ:Yes FL11651 R2 If 17 R2 Metal Roof Panel Detail.pdf
Impact Resistant:N/A Verified By:Dan Kuhn,P.E.75519
Design Pressure:+N/A/-154.7PSF Created by Independent Third Party:Yes
Other:-59.25 psf @ 24"o.c.fastener pattern.-154.75 Evaluation Reports
psf @ 12"o.c.fastener pattern.Install per FL11651 R2 AE 17 R2 26GuIfPBR IS-
manufacturer details. Not for use in HVHZ 32Plvwood NonHVHZ.pdf
Created by Independent Third Party:Yes
11651.18 26 Ga.GulfPBR 26 Ga.GuIfPBR Roof Panel over 1x4 Wood Purlins over 15/32"
Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11651 R2 II 14FL11651 18 R2 26GulfPBR 1x4 15
Approved for use outside HVHZ:Yes 32Plvwood HVHZ.pdf
Impact Resistant:N/A FL11651 R2 II 18 R2 Metal Roof Panel Detail.pdf
Design Pressure:+N/A/-151.7PSF Verified By: Dan Kuhn,P.E.75519
Other:-100.5 psf @ 24"o.c.fastener spacing. Created by Independent Third Party:Yes
-151.75 psf @ 12"fastener spacing.Install per Evaluation Reports
manufacturer's details.For use in HVHZ Zones FL11651 R2 AE 14FL11651 18 R2 26GulfPBR 1x4 IS-
A+1
PK
LQRLD-�v:PM0.D G61iCoA
SUPPLY & MANUF-ACTUR114G
I 5V"'
5VCRIMP ROOFOVER • •
F1) 26 GA.
FLORIDA ■ * 11651.13 4'
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage,through fastened
roof panel with fasteners in the panel flat over minimum 15/3 " plywood decking.
Non Structural application.
Panel Material/Standards: Material: Minimum 26 Ga. Steel,ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.43.
Paint Finish Optional
Yield Strength:80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014,Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/a" Major Rib
Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal,
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum 15/3," thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this evaluation.
Must be designed in accordance w/Florida Building Code 2014.
Design Uplift Pressures: Table
"A"
fHE 1?
� �17 [m
Fastener Pattern 12"-12" 9.5"-2"-9.5"
1� ;Q C` y r7` �+b9tlK.4��.. R:1�-.��v�•:ta' :�...� dG� e'.' ,-'u'eL�i+ baf�iCw.�..<xi.S�n
Design Pressure includes a Safety Factor=2.0.
FL#11651.13 R2•JUNE 15,2015
■
G61 'Cogs
SUPPLY & MANUFACTURING
5VC� M F
GA. 5VCRiMP ROOFPANEL OVER • •
FLORIDA PRODUCT APPROVALf1140. 11651.13 ;w
T\1
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06-Test for Uplift Resistance of Roof Assemblies
• UL 1897-04-Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94/ 1897-98 Uplift Test
Force Engineering&Testing, Inc. (FBC Organization#TST-5328)
Report No. 117-0053T-05& 117-0331T-08
2. Certificate of Independence
By Dan Kuhn, PE.(FL#75519)® Kuhn Engineering, LLC
(FBC Organization #ANE ID: 10743)
Test Standard Equivalence: 1_ The UL 580-94 test standard is equivalent to the UL 580-06 test standard_
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test
standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, laps sealant must be used in the panel side laps.
Installation: Install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL#11651.13 R2•JUNE 15,2015
PR- p y , ® .
•
'Co4'�t
. . , . ® . Gulf
SUPPLY & MANUFACTURING
W u- ,-
5 V Cc�,D ,,.
26 GA. • ROOF OVER • •
FLORIDA •
ODUCT APPROVAL NO. 11651.13 R2
T�
Design Procedure: For roofs within the parameters listed on the load table,fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table,design wind loads shall be determined
for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10
using allowable stress design.The maximum fastener spacing listed herein shall
not be exceeded.This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL#11651.13 R2•JUNE 15,2015
TRINITY ERD
4.8 Lastobond is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment.
4.9 Lastobond Eco is a self-adhering,glass-mat reinforced,sand-surfaced,SBS modified bitumen roof underlayment.
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen roof
underlayment.
4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,
with a 36-inch sheet width.
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.
4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,
with a 44-inch sheet width.
4.14 Colphene FR GR is a self-adhering,fiberglass reinforced,granule-surfaced,SBS modified bitumen roof underlayment.
4.15 Unilay (e) is a mechanically attached, polyester reinforced, granule-surfaced, SBS modified bitumen roof
underlayment.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
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 AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are follows:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate
Shingles Shingles
Lastobond TU HT Yes Yes Yes Yes Yes Yes
See 5.5.1
Lastobond Shield/Pro HT-N/ Yes No No No Yes Yes
RESISTO SA SMOOTH PLY 40
Lastobond Shield HT/Pro HT-S Yes No No Yes Yes Yes
Lastobond/Lastobond 195 Yes No No No Yes Yes
Lastobond ECO /RESISTO L61236,
Grip-Rite Eave&Valley Protector/ Yes No No No Yes Yes
RESISTO LB1244
Lastobond Smooth Seal HT Yes No No Yes Yes Yes
Col pheneFRGR Yes Yes Yes No Yes Yes
See 5.5.1
Unilay(e) Yes Yes Yes No No No
Batten Only See 5.5.1
5.5.1 "Foam-On Tile" is limited to use of the following adhesives unless tensile adhesion /long term aging data from an
accredited testing laboratory is provided.
Underlayment Adhesive(s)
Lastobond TU HT 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow Chemical TileBond'Roof
Tile Adhesive(FL717)
Colphene FR GR 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)
Unilay(e) 3M 2-Component Foam Roof Tile Adhesive AH-160(FL6332)
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-118
Certificate of Authorization#9503 FL2569-R10
Revision 8:06/29/2015
Page 3 of 6
TRINITY ERD
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond Pro HT-S
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.
Lastobond TU HT, Lastobond, 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;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 TU HT, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,
Lastobond Pro HT-S or Colphene FR GR applied to:
➢ DensDeck DuraGuard;DensDeck Prime;SECU ROCK 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,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 or TAS 114,Appendix J.
5.6.3 Band to Mechanically Attached Base Layer:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S or
Colphene FR GR applied to:
ASTM D226,Type I or 11 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 the systems,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/TRl 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 FBC 1609 for
determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)Elastocol Stick or Elastocol 600c
Underlayment: Colphene FR GR,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf.
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: Elastocol 600c
Underlayment: Colphene FR GR,self-adhered.
Exterior Research and Design,LLC. Evaluation Report 518010.06.09-118
Certificate of Authorization#9503 FL2569-R10
Revision 8:06/29/2015
Page 4 of 6
ERD
5.6.4.3 Maximum Design Pressure=-60.0 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AH1.
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.atthe 4-inch laps and 6-inch o.c.in three,equally spaced rows in the
center of the sheet.
Underlayment:. Colphene FR GR,self-adhered
5.6.4.4 Maximum Design Pressure=-90.0 psf.
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Underlayment: Unilay(e)mechanically attached with Soprafix Polymer Batten Bar(PBB)or Soprafix Metal Batten
Bar (MBB) with Soprema #15-EL fasteners spaced 6-inch o.c. within the 5-inch wide, self-
adhering side laps. End laps are 6-inch wide and sealed using either heat-welding or hot-air
welding techniques.
5.7 Exposure Limitations:
5.7.1 Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond, 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.
5.7.2 Lastobond Shield HT or Lastobond Pro HT-S shall not be left exposed for longer than 90-days after installation.
5.7.3 Lastobond TU HT or Colphene FR GR or Unilay(e)shall not be left exposed for longer than 180-days after installation.
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 or Elastocol 600c(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 Lastobond 195 Lastobond Eco Lastobond Smooth Seal HT,RESISTO LB1236,Grip-
Rite Eave&Valley Protector,RESISTO LB1244 or Colphene FR GR:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 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 or Elastocol 600c 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 Colphene FR GR in foam-on the applications, reference is made to Section 5.6.4 herein for wind resistance
limitations.
Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment.
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R8
Certificate of Authorization 119503 FL2569-R10
Revision 8:06/29/2015
Page 5 of 6
� - r
ERD
TRI1�1TY'
6_4 Unila e:
6.4.1 Non-Tile Applications or Nail-On Battened Tile Applications:
Reference is made to Table 1 herein and FRSA/TRI April 2012(04-12)Installation Manual(if applicable).
Apply sheet parallel to the roof edge and,starting at the eave with the selvedge-edge upslope,mechanically attach
the 5-inch wide selvedge-edge to the wood deck with nails and tin caps or round cap-nails spaced 36-inch o.c. Apply
the second course in a water-shedding manner with self-adhering side-laps. Vigorous hand or motorized roller
pressure is applied to the self-adhering laps to ensure a watertight application.
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.
Tile (if applicable) shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
6.4.2 Foam-On Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein.
Apply sheet parallel to the roof edge and,starting at the eave with the selvedge-edge upslope,mechanically attach
the 5-Inch wide selvedge-edge to the wood deck Soprafix Polymer Batten Bar(PBB) or Soprafix Metal Batten Bar
(MBB)with Soprema#15-EL fasteners spaced 6-inch o.c. Apply the second course in a water-shedding manner with
self-adhering side-laps. Vigorous hand or motorized roller pressure is applied to the self-adhering laps to ensure a
watertight application.
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.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment.
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 manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report 518010.06.09-R8
Certificate of Authorization#19503 FL2569-R10
Revision 8:06/29/2015
Page 6 of 6