HomeMy WebLinkAboutRevisions t Ate. •-r� ~ `
OFFICE USE ONLY:
DATE FILED: 10/16/17 PERMIT# 1708-0306
REVISION FEE: RECEIPT#
PLANNING & DEVELOPMENT SERVICES
® BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553 FAX(772)462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SLLTT
ADDRESS: 7y 8 Hamilton Ave,Fort Pierce,FL 34946
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Customer change from shingles to Metal 5v
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CCC 1327208 ST.LUCIE COUNTY CERT.#:
BUSINESS NAME: unnse City CHDO inc.
QUALIFIERS NAME: Roderick Waller
ADDRESS: 3550 Okeechobee Rd
CITY: Fort Pierce STATE: Ft ZIP: 34947
PHONE(DAYTIME): - - FAX: 772-907-0420
4. OWNERBUILDER INFORMATION: ,
NAME: Martin County Properties LLC
ADDRESS: 10806 SW Meeting ST
CITY: Fort St Lucie STATE: FL ZIP: 34987
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: N/A
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014
MEVCS
File Copy
'V1 0/201 .i Florida Building Code Online
"''
e a -r a drpryq ,ky +� e SF � 5 ,y* •�
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts ? Publications FBC Staff BCIS Site Map Links Search
b'da
Product Approval
p
- USER:Public User
r
Product Approval Menu>Product or Application Search>Aoolication List>Application Detail
FL# FL7271-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
� Archived O
3 r c
a - Product Manufacturer UNION CORRUGATING COMPANY
Address/Phone/Email 701 S. KING ST.
nt FAYETTEVILLE, NC 28301
(910)483-0479 Ext 256
z� jstieby@unioncorrugating.com
Authorized Signature John Stieby
jstieby@unioncorrugating.com
x
+t=.. Technical Representative
Address/Phone/Email
#F
Quality Assurance Representative
Address/Phone/Email
�v
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i� Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Bala Sockalingam
the Evaluation Report
rh J Florida License PE-62240 CONCEALED FASTENERS OR A
Quality Assurance Entity Keystone Certifications, ATTACHMENTS
Quality Assurance Contract Expiration Date 12/31/2020ERE SP�NS�BrISn'OFTHE
Validated By Yoosef Lavi, P.E. CONTRACTOR OFRECORD
l� Validation Checklist- Hardcopy Received
Certificate of Independence FL7271 R3 COI CertificateIndeoendence.odf
Referenced Stan ar and Year(of Standard) Standard Year
�. ._ T'LUCK COTJ?4"TR' UnDMION ASTM E1592 1
EyIE WED FOR C E FM 4470 THESE PIANS AND ALL PROPOSED W 1 92
MEWED BY UL-1897 ARE SUBJECT TO ANY CORRECTIONS i 9
ATE UL 1897 REQUIRED BY FIELD INSPECTORS THAV98
SAND PF_
MUST B IGPT ON JOBJL 580 MAY BE NECESSARY IN ORDER TO 2004
2006
R NO INSPECTION NYILL BE MADE. UL 580 COMPLY WITH ALL APPLICABLE CODEV94
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL7271 R3 E uiv TestE I I K 7 f
FL7271 R3 Eauiv TestEa I I nt' 9V 14 ffdf
�.. —
httpsJAvww.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgvtEeYw06EIOYS5GItK5ln7p/p2bUp/o2b94hGkhlkp/pad 1/4
5/10/2017 Florida Building Code Online a
Sections from the Code
Product Approval Method Method 1 Option D
is
� 4
Date Submitted 03/23/2015
Date Validated 04/08/2015
Date Pending FBC Approval 04/13/2015
k t
�PDate Approved 06/23/2015
F'm .
x
Summa- Of Produc S M.... »;.a. .._ ,. ..e..-.._.___.....,..:. ._. ..._......w.•;x,..._,.....�...___«.�._....,,..•.»..,....._ •ga` :._..:... ._:.
d
'
FL;4 ., Mode1;,.Numberor Name. Description v_
7271.1 2-1/2"Corrugated Panel Min 26 ga., 24"wide through fastened panel with coverage
width of 21-1/4"
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II EvaluationReoortC1999 9.odf
a
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
W; Impact Resistant: N/A Created by Independent Third Party:Yes
' Design Pressure: +N/A/-129.25 Evaluation Reports
Other: Uplift load of 129.25 psf @ fastener spacing of 24" FL7271 R3 AE EvaluationReoortC1999 9.odNAf
o.c. over 19/32"thick plywood Created by Independent Third Party:Yes
7271:2'• 5V" Min 26 ga.,24"wide through fastened panel over 15/32''x`
thick plywood "
Limits,0 f Use °-,• Installation Instructions
`Approved•for use in HVHZ No, , FL7271 R3 II EvaluationReoortC1999 10 odf
Approved for use outside HVHZ:Yes Verified-By: Bala Sockalingam PE 62240-
a- Impact Resistant; N/A Created by Independent Third Party:Yes •-
Design Pressure:+N/A/-66.3 Evaluation Reports
Other: Uplift load of-66.3 psf @ fastener spacing of 12 ox. FL7271 R3 AE EvaluationReoortC1999 10.odf
Created.by Independent Third Party:Yes
7271.3 5V Min 29 ga., 24"wide through fastened panel over 15/32"
thick plywood or 7/16"thick OSB
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II EvaluationReoortC1999 11,Ddf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-52.5 Evaluation Reports
Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 11.odf
Created by Independent Third Party:Yes
7271.4. 5V. Min 26 ga., 24"wide through fastened panel over-.19/32 ;.
;.
thick,ply Wood:
Limits of Use Installation Instructions
,.Approved for use m HVHZ Na °� ,: FL7271 R3 II -EvaluationReportC1999,-12 odf .
'Approved for.use outside HVHZ;Yes Verified By: Bala Sockalingam PE 62240`
` y 3mpaetResistant No Created by Independent Third PartyYes
DelSign.Pressu-e + /A'/"-1,20-.9 Evaluation Reports
o c for:Fast ner:pattern�l. Uplift load of 85.8 sf-@ fastener, Created b In Evaluent Third Party:.
`s, odf
{:Other tJpllft load of 1 0.9 psf @ fastener spacing'of 24" FL7271-
p p ted by.Independent Third Party Yes
:spaacing.6 24o.c. and 113.1 psf'@ fastener spacing of 12".
o.c.for Fastener Pattern 2.
7271.5 5V Min 26 ga.,24"wide through fastened panel over 15/32"or
_ 19/32",thick plywood
Limits of Use Installation Instructions
u, Approved for use in HVHZ: No r FL-7271.•R3•-1I EvaluationReoortC1999 ;13.odf
Approved for use outside HVHZ:Yes Verified By: Bala:-Sockalingam,PE 62240-
Impact Resistant N/A-;. : ' 'i r% Created,by`In�ependentThird Party:Yes
Des�gn,Pressure +N%A/-150 ;''•,:, -Evaluation Reports_ _
r Other:Uplift load of!150`psf m.L9/32".thick plywood for FL7271 R3 AE EvaluationReoortC1999 ii3.odf
Fastene'Patt' '.2'':.r.r'.c;:':�_ :rr Created by.-Independe.rltjhird Party:Yes
7271: e6 AdvantagLok II` MIn fi ga , 16"wride concealed fastened,panel over 7/16 "
thick'OSB&15/32'&thick°plywood
=Limits of Use Installation Instructions'
4 ;Approved for-use.in' HVHZ:No ,° ,- FL7271•,R3 11 Ev6luation'ReeortC1999 14.odf -
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
,Impact Resists
Int: N/A - • Created by Independent Third Party:Yes
. ...: ,
httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvtEeYw06ElOYS5GItK5ln7%2bU%2b94hGkhlk%3d 214
5/10/2011 Florida Building Code Online
c
Xa Design Pressure: +N/A/-112.5 Evaluation Reports
i Other:Uplift load of 52.5 psf.@ fastener spacing of 6"o.c. FL7271. R3 AE EvaluationReoortC1999 14.odf
and uplift load of 112.5psf @ fastener spacing of 6"o.c.with Created by Independent Third Party:,Yes
structural sealant.
7271.7 Advantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 15/32" &
19/32"thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluatlonReyortC1999 15.pdf
i5 Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: No Created by Independent Third Party:Yes
".; Design Pressure: +N/A/-107.9 Evaluation Reports
4-� z Other:Uplift load of 59.4 psf @fastener spacing of 6"o.c. FL7271 R3 AE EvaluationReoortC1999 15.odf
in 15/32"plywood. Uplift load of 97.5 psf @ fastener spacing Created by Independent Third Party:Yes
of 6"o.c.with structural.sealant in 15/32" plywood. Uplift
x 7 load of 107.9 psf @ fastener spacing of 4"o.c.with structural
sealant in 19/32"plywood.
fd - 7271.8MasterRib;; Min 26°ga., 36"wide through fastened_panel over 19/32
thick plywood.
,r L nits of Use_ ._` . Installation Instructions
`Approved for use in HVHZ:No 'FL7271' R3 H EvaluationReoortC1999 16 odf
Impact:Res�stante N A Created by Inde enden third arty: e
A roved for use outside HVHZ:Yes Verified B Bala Sock
u't P / 'r Y p Party Y
Design Pressure +N/A/-114.3 Evaluation Reports t Third s
e
�� sir ;:Other:-Uplift Ioad„of 61.8 psf @ fastener spacingof 30".o.c. FL7271 R3 AE EvaluationReoortC1999 16 odf
-and 114.3 psf @fastener spacing of 24"o.c. Created'by Independent Third PartY:Yes
tu
7271.9 MasterRib Min 29 ga., 36"wide through fastened panel over 15/32"
=" thick plywood
Y 'V,
, Limits of Use Installation Instructions
r Approved for use in HVHZ: No FL7271 R3 II EvaluationReoortC1999 17.odf
Approved for use ,de HVHZ:Yes rn PE 62240
Impact Resistant: N/A Crrified By: Bala '
Created by Independent arty:Yes
Design Pressure: +N/A/-113.1 Evaluation Reports
' Other:Uplift load of 45.0 psf @ fastener spacing of 24"o.c. FL7271 R3 AE EvaluationRenortC1999 17.odf
&113.1 psf @ fastener spacing of 12"o.c. Created by Independent Third Party:Yes
0 �.
Y � -
,7271.10.:_ ' .MasterRib Min 29 ga., 36"wide through fastened panel over 15/32
� thick plywood or 7/16thick:OSB'
Limits of Use'_, Installation Instructions
Approved orusein HVHZ'No FL7271 R3 II EvaluationReoortC1949'18 odf
Approved for use outside HVHZ:,-Yes, Verified By: Bala Sockalingam PE 62240
I_mpact Resistant:N/A Created.by Independent Third Party Yes
` "Design Pressure: +N/A/-52.'5 .= � Evaluation Reports,,,,, _
Other:Uplift load of 52.5 psf @fastener spacing of 12 o.c. FL7271 R3 AE EvaluationReoortC1999 18.odf
reated by,Independent, arty•Y
-' Cn ndent Third P es
7271.11 t MasterRib Min 29 ga., 36"wide through fastened panel over nom. 1"x
} 4"furring and 15/32"thick plywood or 7/16"thick OSB
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7271 R3 II EvaluationReoortC1999 19.odf
a. Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant: N/A Created by Independent Third Party:Yes
r Design Pressure: +N/A/-114 Evaluation Reports.
Other:Uplift load of 71 psf for Fastener Pattern 1&114 psf FL7271 R3 AE Eva IuationRer)ortC1999 19.odf
# for Fastener Pattern 2 Created by Independent Third Party:Yes
7271.17 ML200 Min 24,ga:, max 16"wide standing seam metal panel with..
- .
double lock seam over,,metal deck.
• „r
Limits of Use ° Instal _
* � � -
,Limits -� - lotion Instructions ` • ,'' -
, _ Approved for use in HVHZ No -FL7271 R3 II EvaluationReoortC1999 20 odf,
" 'Approved for use outside HVHZ'Yes "° > =Verified By: Bala Sockalln am PE62240 "
'Impact Resistant g .
N/A � ,Created by Independent Third Party Yes
Design Pressure:.+N/A/-116 0 Evaluation Reports - x
x OtherrUpliftrload of 71.0 psf @„.clipspacing of 36'"o c.and `FL7271"R3 AE EValu`ati6nRebortC1999 20.1)df ..
' 116.0 psf @ clip spacing of 12 "o.c: - Created'by Independent,Third Party:"Yes
' 7271.13 PBR Min 26 ga., 36”wide through fastened panel over 15/32"
thick plywood
.w Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 21.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
` Impact Resistant: N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-52.5 Evaluation Reports
Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE Eva IuationReoortC1999 21.odf
;'' Created by Independent Third Party:Yes
httpsJ/www.floridabdlding.orgtpr/pr app dM.aspx?param=wGEVXQwtDgvtEeYwO6EIOYS5GItK5ln7%2bU%2bg4hGkhlk%3d 314
5/10/2017 Florida Building Code Online
7271.14 SL175 Min 24`ga., max 16"Wide snap-lock standing seam metal '
panel over metal deck: .
a Limits of Use Installation Instructions
Approved'for use in HVHZ. No FL7271�R3 II EvaluationReoortC1999 22 odf
Approved for use outside HVHZi Yes Verified By: Bala Sockalingam PE 62240',-
impact
2240Impact Resistant:.N/A Created by Independent Third PartyYes
r _ Design Pressure: +N/A/-86.0 Evaluation Reports,
Other:Uplift road of 63.5 psf @ clip spacing of 36"o.c. and FL7271 R3 AE EvaluationReDOrtC1999 22 Ddf .
9 �r 86.0psf @ clip spacing of'12o.c:rt ' Created by Independent Third Party.-Yes
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
ry
paz( The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
3
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
'i "f 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
45 5.
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
p �
*° `� `t•. 455,F.S.,please click here.
x � .; Product Approval Accepts:
iz 0_-
, �.
:Credit Card
Safe
haps:Uwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvtEeYw06ElOYS5GItK5ln7p/o2bUp/p2b94hGkhlkp/o3d 4/4
I
i!
jr EVALUATION REPORT OF
�} UNION CORRUGATING COMPANY
s `26 GA.5V PANEL'
l
F
F
FLORIDA BUILDING CODE 5TH EDITION(2014)
FLORIDA PRODUCT APPROVAL
FL 7271.4-113
ROOFING
METAL ROOFING
Prepared For:
Union Corrugating Company
P.O.Box 229
Fayetteville,NC 28302
Telephone: (910)483-0479
3
.Fax: (910)483-8897
Prepared By:
Bala Sockalingam,Ph.D.,P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C
Tulsa,OK 74106
Tel (918)492=5992
FAX: (866)366-1543
This report consists of
Evaluation.Report(3 Pages.including cover) ��a�����
Installation.Details (2 Pages) �,♦`�p. So.CK4Z�
No '62240 1
3
Report:No. C1999-12 O , STATE. OF
te::;3:20.15, �'• :iO< P `
iv
Da .
FL 7271.4=R3
C1999-12 r
3.20.15
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: 5V Panel
Panel Description: 24"wide coverage with (5) 1/2" high ribs
Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Deck Description: Min. 19/32" thick APA rated plywood or min. 3/4" thick wood plank
(min SG of 0.42) for new and existing constructions. Designed by
others and installed as per FBC 2014.
Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1
Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: (Factor of Safety=2)
Fastener pattern 1 120.9 psf @ fastener spacing of 24" o.c.
Fastener pattern 2 85.8 psf @ fastener spacing of 24" o.c.
113.1 psf @ fastener spacing of 12" o.c.
Panel Attachment:
Fastener pattern 1 #9-15 or#10-14 x 1.5" long wood screw with washer
At panel ends @ max 6" o.c. across panel width through panel flat
At interior @ max 12" o.c. across panel width through panel flat
Fastener pattern 2 #9-15 or#10-14 x 2" long wood screw with washer
At panel ends @ max 6" o.c. across panel width through panel flat and rib
At interior @ max 12" o.c. across panel width through panel rib
Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
Product Limitations: 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 for use of this product in High
Velocity Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2014 Section 1505 and current
,, `• FL 7271.4-R3
C1999-12
3.20.15
Page 3 of 3
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: TAS 125-03 Test Reports
Farabaugh Engineering and Testing Inc
Project No. T164-06,Reporting Date 6/8/06
Hurricane Test Laboratory
Report No. 0293-0202-06,Reporting Date 4/5/06
Hurricane Test Laboratory
Report No. 0293-0609-05,Reporting Date 8/31/05
y
PANEL OVERLAP
PANEL FASTENER °Y1.,i�one
SEE DETAIL 2 SEE DETAIL 1 SPACING PER ALLOWABLE
ROOF PANEL -SEE
SHEET THIS SHEEP WIND LOAD TABLE 3
i o
DECK ATTACHMENT AND
UNDERLAYMENT SHALL BE INSTALLED SUPPORTS MUST BE PANEL FASTENER
AS PER MANUFACTURER'S INSTALLATION DESIGNED AND INSTALLED SPACING PER ALLOWABLE
GUIDELINES BY OTHERS WIND LOAD TABLE
MIN. 211_WOOD RAFTER/JOIST/
TRUSS AT MAX. 24'O.C.
TYPICAL PANEL INSTALLATION X—SECTION
89-15 OR 810-14 X 1.5'LONG FASTENER PATTERN 1 ALLOWABLE UPLIFT PRESSURE Z���
WOOD SCREW WIRT WASHER SPAACNGR PRESSURE NZN
(IN) (PST) zwm
¢Y a
MIN 26 GA. PANEL .r/io1
24 120.9 0 GE;;
Y
W
d d
UNDERLAYMENT PLYWOOD o FR
19/32'THICK(MIN.) xa p
Gi B8�
DETAIL 1 a
IL
GENERAL NOTES:
Eg
1.ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THEn
FLORIDA BUILDING CODE(FBC). Ao
89-15 OR 810-14 X 2.ALL ROOF PANELS ARE SHALL BE 26 GA. EFFECTIVE COVERING WIDTH OFm „ -
1.5'LONG WOOD SCREW OF PANEL-24'. ? -
WITH WASHER 3.THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING&STRUCTURE AS 84
MIN 26 GA. PANEL SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT.
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE.
5.ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING &THE FLORIDA
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWING&THE CODE,THE CODE SHALL CONTROL.
6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
M
UNDERLAYMENT PLYWOOD
19/32'THICK(MIN.) ,1999_)
DETAIL 2
1 � z
EXTERIOR RESEARCH 8,DESIGN,ILC,
Certificate vfAxmomommow5o
--
3S3CHRISTIAN STREET, UNIT#1
3
, RIwu JERD OXFORD,
PHONE:(2O3}262-9245
' FAX:(203)262-9243
EVALUATION REPORT
Interwrap,Inc. ' Evaluation Report 111980.11.08-R3
32923 Mission Way FL11602-R3
Mission,BC V2V-6E4 Date of Issuance:11/03/2008
Canada Revision 3:o5/ozyuu15
SCOPE:
This Evaluation Report is issued under Rule 61G20- 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 Niem|nen 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 5 thEdition(ZO14) Florida Building Code sections noted herein.
DsSCmpnom Titaniumm Roof U -
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 ofthis
Evaluation Report bythe named client consdtutesagreement tonodfyRnbe�Niemlnen, P.E. ifthe product changes orthe
referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this Evaluation Report
relative toupdated Code requirements with each Code Cycle.
Aowcmrmowemr: 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 b~ provided to the user by the manufacturer or its
distributors and shall be available for inspection at thejqb site at the request ofthe Building Official.
This Evaluation Report consists ofpages 1through 6.
Prepared by:
�
^^ '
� The facsimile seal appearing was authorized byRobert m*rninen,
Robert J.yN.Nieminen'P.E. . mcon^S/01/20usThis does not serve=anelectronically signed
Florida Registration No.su6�mx�oDCA»w�vas Y��'"""~ � ��m�*sw=*,�^����,���^="u"=�u�m*"
-
Product Approval Administrator and m*"named client
CERTIFICATION nrINDEPENDENCE: '
z. Thnnv|cRodoes not have, nor does itintend to acquire'o,wi|| it acquire, afinancia| interest in any company manufacturing or
distributing d msit evaluates.
— —Trinity._--_not owned,_operated— _
lproducts for
which the evaluation reports are being iss--' d.
o. xobertmiem �E.does not have, the approval process".the
product
s. Tu �
, is building evaluation, the Designer ofRecord for any
vrNectonwhich this Evaluation Report, p er n / � ,mittretained
specifically for that nurpose
'
' ` ~ 7I?��� 4r�K���T�
���u�` ��^,���
'
^ '
'
UTRIN
��K�K V |��`~�
|
ROOFING COMPONENT EVALUATION:
2' SCOPE:
Product Category; Roofing
Sub-Category: undedaymen
Compliance Statement: Titanium'" Roof Undedayments, as produced by |menwrap, Inc., have demonstrated compliance with
the intent of the following sections of the Florida Building code through testing in accordance with applicable sections the
following Standards. Compliance i,subject to the Installation Requirements and Limitations Conditions of Use set forth herein.
2. SnAmmxoox:
Section Property, Standard Year
1507z�1507s.3,1507.541507.7� Unrolling,Breaking Strength,Pliability, ASTM D226 2006
r15078,1507.8.3,1507.9.3 Loss unHeating
1507.2.4,1507.241507.2y.2, Thickness,Loau-Stmm'Adhesion,Thermal ASTM D1970 moy
150/.4�.1,1507.*s.2,1507.5.3' Stability,Flexibility,Tear,ponneance
1507.5.3.2,1507.7.3,1507.7.3.2
1507s.3 Installation Practice FngVTmApril oux(0«-12) 2012
' 1523as.2.1 Physical Properties(2'n/vsystem) n^y103 1995
rmzm Accelerated Weathering TASau z000
3. Rsensmos:
intitif Examination Reference Date
cno(TsT6049) Physical Properties usuzozwuo 04/29/2009
cnm(TSTon4y) physica|pmnrmo usozu.os.m 05/14/2 010
cxo(Tsro*o) Physical Properties 135520.06.11 0$15/2011
Eno(Tsn60w9) Wind Uplift 135520.08.11-1 08/12/2011
ns(Tsr 5ny) Physical Properties az*arancou*usA 03/28/2008
' /Ts(rsr1509) Physical Properties 3146738cou,003o 03/28/2008
/rs(Tsrz uy) Physical Properties 3126e17cou-005 10/31/2007
ITS(QUAzsn) Quality Control ITS Listings Current
/ns(oo«1s,$ Quality Control Inspection Report 11/19/2014
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.11 Tit nimnlm psu*m i, an unneinforced polymer modified bitumen material adhered u, the underside of polymer-
coated,synthetic woven sheet.
nlyme,coated.syntheticwvvensheet The underside isbacked with arelease film. Unit weight 24|b»squae.
4.2 '
*.Z.z Titanium"� UmL-as i, a synthetic sheet-type undadaymentxompn,ed of woven cnnw coated on one side with u
polymer coating. Unit weight z.s|bs/squanw.
4.2.2 Titanium"UDL-25 PLUS is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight z.9|bs/,qvae.
4.I.3 Titanium" uoL-su is a syntheticsheet-type undedaymeru comprised of woven none coated on both sides with a
polymer coating. weight 4.o|b*bqvam.
4.2.4 'Titanium= UmL-so Is a synthetic sheet-type vndedoymert comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7|bs/sqvare.
42.5 Tltawium= UoL-TT is a synthetic sheet-type undedaymert comprised of o woven core coated on one side with a
polymer coating. Unit weight l9lbs/square
42.6 Tbunium� UoL-TF is a synthetic sheet-type unde,|ayme,t comprised of woven on"e coated on both ,ides with a
polymer coating. unit weight Z.y|bqsquanr.
4.2.7 UDL-TTIVIC300 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer
coating. Unit weight a.2|b*squa,e.
Exterior Research and Design,LLC. Evaluation menn�u�yoo�zou�s
u������"�� F1.11602-113
Revision a:os/01/zos
Page zn,o
'
TTFRINITYIERD
5. WnATmmu
5.1 This is u building code evaluation. Neither Trmdy [Ro nm hobertNieminen P.E. are, in any way, the Designer of
Record for any project ouwhich this 6a|uaUuo Report, or previous-versions thereof, is/was used for permitting m
design guidance unless retained specifically for that purpose.
s.3 This Evaluation Report isnot for use inthe 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 TitaniUMTm Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within F0Capproval documents. |fnot listed,arequest may bemade tothe A*]for approval based onthis evaluation
combined with supporting data for the prepared roof covering.
s.s Allowable Roof Covers:
Table 1: Roof Cover Options
Underlayment Asphalt Nail-On Tile Foam-On Tile metal Wood Shakes& Slate
Shingles Shingles
Yes
PSU-30 Yes Yes (See 5.5.1) Yes Yes Yes
UDL-25 Yes No No Yes Yes Yes
Yes Yes
UDL-25 PLUS Yes (base layer in 2- (base layer in 2- Yes Yes Yes
ply system) ply system)
Yes Yes
UDL-30 Yes (base layer in 2- (base layer in 2- Yes Yes Yes
ply system) ply system)
UDL-50 Yes No No Yes Yes Yes
UDL-TT Yes No No Yes Yes Yes
UDL-TF Yes No No Yes Yes Yes
t UDL-TrMC300 Yes 'No No Yes Yes Yes
"~"==~~~
5.5.1 '"Foam-On Tile" is limited to use of 3M-2-Component Foam Roof Tile Adhesive AH-160(FU5332)mDow TILE BOND—Roof Tile
*uoeuv (roo) applications unless tensile adhesion/ long term.aging data from an accredited testing laboratory is
provided.
s�8
Titanium PSU-30:
s�.1 Direct-Bond to Deck:
r New untreated plywood; '
> Existing untreated plywood,primed aoneeded with D41primer tnachieve bond.
�.2 Bond to Mechanically Attached Base Sheet:
> ASTM D226,Type|orUfelt.
> Titanium uDL-I5PLUS,UoL-3n(primed with o4Iprimer)orUDL-3O(invened).
5�3 FxSA/TR|April 2ol2(04z2)does not address
wind uplift resistance of all undedaymentsmtems beneath foam-on tile systems,where the undedayme,tfonn,cart
of the load-path. The following wind uplift |\miu,unns apply to under|ayment systems that are not addressed in
FRSA/T0April 2oz2(04-lZ)and are used infoam-on tile applications. Maximum Design Pressure i:the result oftesting
for wind load resistance based-on allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to
1margin vfsafety per Fac1SO4.9has already been app|ied).Refer tvFV54/Tn|xprU,2O12<O4'zu},Appendix 4`Table 1A
. orFo[1Go9for determination pfdesign wind loads.
5.6.3.1 Maximum Design Pressure=-45 13s.
Desk Min.z5/a2-|nchplywood tomeet project requirements tosatisfaction ofA*].
Primer: (OptmnvUASTM o4z
Vnd*doyment: Titanium P5U-30,self-adhered
Exterior Research and Design,I.I.C. Evaluation Report u1yuu�l.Mns
uz�ao�no
m*�" �a"�"�°�"��
Revision s.u5/n*ao1s
Page amo
. ^
^ . '
TTRRINITYIERD
s�.2 Maximum Design Pressure -30 psf�
Deck: Min.15/32+nchplywood»pmeet project requirements msatisfaction ofAx .
Base Sheet: Titanium VoL-2sPLUS v,UoLun(immrted)
Fasteners: Mechanically attached with 12 ga. annular ring shank nails having not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/z6-mchwith min.s2ga,1,5/u diameter tin caps
Spacing: oinchn.cat4-Inchwide side laps and 12-'inchvz.atthree(3),equally spaced center rows.
Primer: ASTM D41primer required atall tin'cpp,.
Undedayme,n: Titanium PSu30,self-adhered
5.6.3.3 Maximum Design Pressure=-30 psf*.
Deck: Min.z5/slinchplywood tnmeet project requirements tosatisfaction ofAHI.
Base Sheet: Titanium UDL-3O(printed side up)
Fasteners: Mechanically attached with 12 ga.annular ring shank nails having.not less than 20 rings per inch,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/18'inchwith min.3Zga, 1'S/8"diameter tin caps.
Spacing: 6-inchnz.at4inchwide side laps and zZ-Inchoz.at three(3)'equally spaced center rows.
Primer: ASTM D41primer-required over printed side ofUoL-30.
Undedaymem: Titanium P6u3n,self-adhered
5.s�* Maximum Design Pressure=-45 psf*
Deck: Min.15/3Z'Inchplywood tnmeet project requirements tusatisfaction vfA0.
Base Sheet: Titanium UoL-Z5PLUS orVoL-3o(ioverted)
Fasteners: Mechanically attached with 13 oa. annular ring shank nails having not less than Zn rings per inch,
heads not'less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
'
deck not less than 3/z6-inchwith min.szoa,1-s/u^diameter tin caps
'
Spacing: 6-inch o.c.at 4-inch wide side laps and 8-Inch o.c.at three(3),equally spaced center rows.
'
Primer: ASTM o41primer required atall tiu'osps�
Undedayment: Titanium P5u30,self-adhered
�6.3.5 Maximum Design Pressure=-45 Psf*
Deck: Min.15/32-inch plywood tomeet project requirements tqsatisfaction of AHJ.
Base Sheet: Titanium UDL-3n(printed side up) .
Fasteners: Mechanically attached with 12 ga.annular ring thank nails having not less than 20 rings per inch,,
heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of
deck not less than 3/z6'inchwith min.a2ga,1'5/8^diameter tin caps.
Spacing: 6-Inch o.c.at 4-Inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM o«1primer required over printed side ofomL-3U.
Undedaymem: Titanium P6U34self-adhered .
5.6s.6 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall
meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12),Appendix A,
Table IxurFuCz6Us. Zones 2 and 3 shall employ an attachment clensit�designed by a qualified design professional to
resist the elevated pressure criteria. Commonly used methods are RAS 117, pw4 Lpos 1'29 and ANsVSPo/ vvDz.
Assemblies marked with an asterisk*carry-the limitations set forth in'Section 2.2.1.5.1(a)of FM LpoSz'2sfor Zone 2/3
enhancements
5.7 Exposure Limitations:
Titanium uoL-J5,UoL-2sPLUS,UoL-30,UDL-S0,UDL-TrorUDL-r shall not beleft exposed for longer than 3O-days.
Titanium pSU'3Oshall not beleft exposed for longer than 9o~dam.
*
uoBTMC30not beleft exposed for bn�ge,than 18o-days.
Exterior Research and orucn I.I.C. Evaluation Report u1ymou1.no-11s
e�aoaxs
�*«m�,�x"m"�"�"w�m.
Revision u:o51o1/zm5
Page 4m*a
F)o
TRINITY I ERD
6. INSTALLATION:
6.1 Titanium Roof Underlayments shall be installed in accordance with Interwrap 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(if applicable).
6.3 Titanium—UDL-25,UDL-25 PLUS,UDL-30.UDL-50,UDL-TT,UDL-TF and(Private Labeled)UDL-TTMC300:
6.3.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM 1)226;Type
I and 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.3.2 Fasteners:
Mechanical attachment of Titanium UDL-25, UDL-25 PLUS and UDL-30 is limited to ring shank roofing nails with
minimum 1-inch diameter plastic caps.
Mechanical attachment of UDL-50, UDL-TT, UDL-TF and(Private Labeled) UDL-TTMC300 is limited to ring shank roofing
riails with minimum 3/8-inch diameter heads; ring shank roofing nails with minimum 1-inch diameter plastic caps;
screws and plates;or plastic cap staples.
6.3.3 . Slopes of 4:12 or greater:
End(vertical)laps shall be minimum 6-inches and side(horizontal)laps shall be minimum 4-inches.
Minimum attachment shall be 12-inches o.c.vertically and 24-inches o.c. horizontally in accordance with the surface
markings on the exposed face of the underlayment. When batten systems are to be installed atop the underlayment,
the underlayment need only be preliminarily attached pending attachment of the battens.
6.3.4 Slopes of 2:12 to less than 4:12:
Double layer application; begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the
starter,completely overlapping the starter course. Continue as noted in 6.3.3, but maintaining minimum 25-inch side
(horizontal)laps,resulting in a double-layer application.
6.4 TitaniumTM PSU-30:
6.4.1 Install in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970
underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened.Roof Cover:
Cut manageable sections and re-roll with the release film side out.
Membrane Application:
Peel back release film approximately 1 to 2 feet and align with the lower edge of the roof and set in place, printed
side up.
➢ Apply the balance of the membrane to the substrate by removing the film and firmly pressing the membrane into
place.
➢ Apply subsequent courses parallel to the eave in a shingle-type,water-shedding manner.
➢ End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 3-inches.
➢ If the membrane becomes misaligned,cut the roll and re-start.
➢ Upon completion,inspect the membrane and repair any defects or fish-mouths.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
6.4.3 Direct-to-Deck with Adhesive-Set Tile Applications:
Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 and Section 5.6.2 herein, using the
instructions noted above as a guideline.
Wait a minimum of 24 hours prior to loading roof tiles.Tiles shall be staged so as to avoid slippage and/or damage to
the roof underlayment.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3
Certificate of Authorization#9503 F1.11602-113
Revision 3:05/01/2015
Page 5 of 6
'\J
TRINITY I ERD
6_5 Titanium 2-Ply System:
6.5.1 The Titanium System consists of a base layer of Titanium UDL-PLUS or UDL-30 (top-surface primed or inverted)
mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered.
6.5.2 Non-Tile Applications:
Install Titanium UDL-25 PLUS or UDL-30 (top surface primed or inverted) in accordance with Sections 6.3.1 through
6.3.3 followed by Titanium PSU-30 in accordance with Section 6.4.
6.5.3 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,refer to Interwrap published installation instructions, but not less than FRSA/TRI
April 2012(04-12),Table 1.
For adhesive-set tile roofing,refer to Section 5.6.3 herein.
Wait a minimum of 24 hours prior to loading roof tiles. Tiles shall be staged so as to avoid slippage and/or damage to
the roof underlayment.
The use of sealant or mastic at tile fastener penetrations is required for all tile roofing installations. Contact Interwrap
for approved sealant or mastic types.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
S. MANUFACTURING PLANTS:
Contact the named QA agency for information on production locations covered by F.A.C.Rule 611320-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc:ETL/Warnock Hersey—QUA1673;(604)520-3321
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report 111980.11.08-R3
Certificate o(Authorization#9503 FL11602-R3
Revision 3:05/01/2015
Page 6 of 6