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26 GA. 5VCRIMP ROOF PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. 11651 . 12 f'';_'
TM
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC.
26 Ga. SV Crimp Roof Panel over 15132"Plywood
Florida Product Approval #11651.12 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newber FL 32669 0%J111111"�
ry- VgE�.. S.
.��P•.. .. kG
Engineer Evaluator:
No. 75519
Dan Kuhn, P.E. #75519 _
Florida Evaluation ANE ID: 10743
:1: STATE OF •'Q:
Validator: 0R1DP •"���.`
Locke Bowden, P.E. #49704 •`S;ONAL ENG��`
9450 Alysbury Place ' '1 1 ''
Montgomery, AL 36117 o. X12-015
Contents:
Evaluation Report Pages 1 - 5
FL#11651.12R20 JUNE 15,2015
11ION ® .
ENGINEERING,KUHN
ANN 111��
SUPPLY & MANUFACTURING
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26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA "PRODUCT APPROVAL NO. 11651.12 I'
TM
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage,through fastened
roof panel with fasteners in the panel flat over minimum 15/32" 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 1507.4.3.
Paint Finish Optional
Yield Strength: 50.0 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: 3/8" Major Rib
Panel Fastener: #9-15x1.5" with sealing washing through panel rib.
'/a" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum 15/32" 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"
Maximum Total Uplift„Deslgi Pressuret 108F5 psf }, X156 5 psf,
Fastener Pattern Panel Rib Panel Rib
Fastener Pattern3Spacing 6” Q C =`
Design Pressure includes a Safety Factor=2.0.
FL#11651.12 R2•JUNE 15,2015
ENGINEERING,KUHN
ISLAND LAKES LANE.. i
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SUPPLY & MANUFACTURING
5 V
26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD* M
FLORIDA PRODUCT APPROVAL NO. 11651.12 R2
TM
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
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:
• TAS 125-03
• UL 580-06-Test for Uplift Resistance of Roof Assemblies
• UL 1897-04-Uplift Test for Roof Covering Systems.
• TAS 100-95-Test Procedure for Wind and Wind Driven Rain
Resistance of Discontinuous Roof Systems
• TAS 110-00-Accel.Weathering ASTM G 155/Salt Spray ASTM
B 117.
Reference Data: 1. TAS 125-03: UL 580-94/ 1897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization #TST-5328)
Report No. 117-0065T-07A-C, Dated 01/26/2007
2. TAS 100-95
Farabaugh Engineering &Testing, Inc. (FBC Organization#TST-1654)
Report No.T130-07, Dated 02/28/2007
Report No.T215-08, Dated 07/08/2008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A)ASTM G 26 by PRI Asphalt Technologies dated 01/19/2004
B)ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate of Independence
By Dan Kuhn, P.E. (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.
3. ASTM G 155 is equivalent to ASTM G26
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.
FL#11651.12 R2•JUNE 15,2015
. ■ , ® ® .
ENGINEERING,KUHN
11670 ISLAND LAKES LANE, C #30464
SUPPLY & MANUFACTURING
RQRJDAVA T-APOR VrAl G611Coz&
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26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA PRODUCT APPROVAL NO. 11651.12 R2
TM
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1515.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per Manufacturer's recommended details and RAS 133.
Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014 Section
1518.2, 1518.3, 1518.4.
Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the
fire barrier within the assembly. Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
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.
FL#11651.12 R2•JUNE 15,2015
ENGINEERING,PRODUCT EVAI,,L,,U,A 10NRE QR
KUHN
G6ilCoa�
5 V C LM U
• GA. 5VCRIMP ROOF PANEL OVER • •
FLORIDA PRODUCT APPROVAL NO. 11651.12 R2
TM
ENGINEER LOAD TABLE:26 Ga. SVCrimp Roof Panel over 15/32" Plywood
_Buildings having a Roof Mean Heights 20-0 Roof Slope:'2"/12"- 12°'/12" Gable or Hip Roof;Wind Speeds 120- ,
18omph, Exposur6 C, Risk Category II, EnclosedBuilding,.based on Florida Ruilding Code 2014. "
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 #9-15X1.5" Plywood 12'TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1
'ZONE 2 #9-15X7.5" Plywood 12"TYPE 1, 12"TYP,E.1 12"TYPE 7- . 12"=TYPE 1 12"TYPE 1 12";T0E 1, . 12"TYPE 1
ZONE 3 #9-15X1.5" Plywood 12"TYPE 1 12'TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1 12"TYPE 1
1.),PANEL DESCRIPTION:5V CRIMP,.MIN,Z6 GA.;,GRADE 50,24"COVERAGE,3/8-TALL.-,
2.)PANEL FASTENER #9-15X1.5" HWH,WITH SEALING.WASHER W/MIN.A" PENETRATION.
3j'MAXIMUM ALLOWABLE PANEL"UPLIFT PRESSURE 108.5 PSF@ 12"_O.C;FASTENER SPACING„TYPE 1 FASTENER PATTERN
PSF CI 6°' 0 C FASTENER SPACING,TYPE,2 FASTENER PATTERN BASLD ON TAS 125'UL-580/UL1897JESTING.
4)'PLYWOOD DECKING:MIN.75/32” THICK PLYWOOD MUST BE DESIGNED IN ACC'ORD'ANCE WITH FLORIDA BUILDING CODE 20,14.`n.
.54ROOF SLOPE;O,N ROOF SLOPESLESS THAN 3:'11;LAP SEALANT,MUST BE USEDINPANEL`SIDE LAPS.
6:)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0,85)'MULTIPLIED BY 0.6'PER FLORIDA BUILDING' --
CODE 2014 _
ZONE 2 HIP ROOF ZONE 3 a Note:Dimension(a)is defined as 10%of the minimum width of the building or
40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
------------------ —
a less than either 4%of the minimum width of the building or 3 feet.
i �i
<`� \� RIDGE i�
`� -- ----- (1) #9-15 x 1-1/2" HWH w/Sealing Washer
I j
1211 1211
ZONE
i n
t-----------------
EAVE At Panel Lap
ZONE�2 ---- GABLEROOF
-----
/ I I
RIDGE
I I_
+---------------------4 a
I
ZONE 1
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-'-------------------------+-
ZONE3 VEAVE
FL#11651.12 R2•JUNE 15,2015yy
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Search Results-Applications
FL# Type Manufacturer Validated By Status
FL11602-113 Revision InterWrap,Inc. John W. Knezevich, PE Approved
History Category: Roofing (954)772-6224
L Subcategory: Underlayments
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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,F.S.,please dick here.
Product Approval Accepts:
® M RE
sccuritvmm-niCS
EXTERIOR RESEARCH&DESIGN,LLC.
F)o Certificate of Authorization 119503
e �'' 353 CHRISTIAN STREET,UNIT#13
i
-'- R1�11'1 1�/J ER® OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Interwrap,Inc. Evaluation Report 111980.11.08-R3
32923 Mission Way FL11602-113
Mission,BC V2V-6E4 Date of Issuance:11/03/2008
Canada Revision 3:05/01/2015
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: Titanium'"'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 "Trinity)ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by: �tltstttfrrp,
fi'•
t�
The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen,P.E. P.E.on 05/01/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida OCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I 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 I 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.
T�T(RRINITY i ER®
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Titanium— Roof Underlayments,as produced by Interwrap, 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 is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.3,1507.3.3,1507.5.3,1507.7.3, Unrolling,Breaking Strength,Pliability, ASTM D226 2006
T1507.8,1507.8.3,1507.9.3 Loss on Heating
1507.2.4,1507.2.8,1507.2.9.2, Thickness,Load-Strain,Adhesion,Thermal ASTM D1970 2009
1507.4.5.1,1507.4.5.2,1507.5.3, Stability,Flexibility,Tear,Permeance
1507.5.3.2,1507.7.3,1507.7.3.2
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties(2-ply system) TAS 103 1995
TAS 110 Accelerated Weathering TAS 110 2000
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 115010.04.09 04/29/2009
ERD(TST6049) Physical Properties 115010.05.10 05/14/2010
ERD(TST6049) Physical Properties 135520.06.11 06/15/2011
ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011
ITS(TST1509) Physical Properties 3146738COQ-003A 03/28/2008
ITS(TST1509) Physical Properties 3146798COQ-0038 03/28/2008
ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007
ITS(QUA1673) Quality Control ITS Listings Current
ITS(QUA1673) Quality Control Inspection Report 11/19/2014
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 i anwm is an unrein vree o er mo ie tturne materia ere to t e u ersr o a o mer
a:e s etit woven s eet. a un ersi is ac a wif are ease m U1 rJRJw—eJAfitfZ4JIs care
4.2 Mechanically Fastened Underlayments:
4.2.1 TitaniumTM UDL-25 is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.5 lbs/square.
4.2.2 TitaniumTM'UDL-25 PLUS is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.3 Titanium— UDL-30 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.0 lbs/square.
4.2.4 Titanium— UDL-50 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 4.7,lbs/square.
4.2.5 Titanium— UDL-TT is a synthetic sheet-type underlayment comprised of a woven core coated on one side with a
polymer coating. Unit weight 2.9 lbs/square
4.2.6 Titanium— UDL-TF is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a
polymer coating. Unit weight 2.9 lbs/square.
4.2.7 UDL-TTMC300 is a synthetic sheet-type underlayment comprised of a woven core coated on both sides with a polymer
coating. Unit weight 3.2 lbs/square.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3
Certificate of Authorization 119503 F1.11602-1113
Revision 3:05/01/2015
Page 2 of 6
TRINITY I ER®
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert N)eminen, 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 Titanium—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 AH1 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 Tile Foam-On Tile Metal Wood Shakes& Slate
Shingles Shingles
Yes Yes Yes No Yes Yes
(See 5.5.1)
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
tUDL-TTMC300 Yes No No Yes Yes Yes
Private Labeled
5.5.1 "Foam-On Tile"is limited to use of 3M'"2-Component Foam Roof Tile Adhesive AH-160(FL6332)or Dow TILE BOND—Roof Tile
Adhesive(FL717) applications unless tensile adhesion / long term aging data from an accredited testing laboratory is
provided.
5.6A'IlowablaV5i3Ustrates4tittantumiF
Flew untreate 7 oo
Existin untreate voo rime as nee a wi# D41 rimer to ac leve on
5.6.2 Bond to Mechanically Attached Base Sheet:
➢ ASTM D226,Type I or 11 felt.
➢ Titanium UDL-25 PLUS,UDL-30(primed with D41 primer)or UDL-30(inverted).
5.6.3 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),Appendix A,Table 1A
or FBC 1609 for determination of design wind loads.
5.6.3.1 Maximum Design Pressure=-45 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Titanium PSU-30,self-adhered
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 3 of 6
QfTRINITYIERD
5.6.3.2 Maximum Design Pressure=-30 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted)
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 3/16-inch with min.32 ga.,1-5/8"diameter tin caps
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required at all tin-caps.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.3 Maximum Design Pressure=-30 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30(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 3/16-inch with min.32 ga., 1-5/8"diameter tin caps.
Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows.
Primer: ASTM D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.4 Maximum Design Pressure=-45 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-25 PLUS or UDL-30(inverted)
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 3/16-inch with min.32 ga.,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 D41 primer required at all tin-caps.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.5 Maximum Design Pressure=-45 psf*.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Titanium UDL-30(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 3/16-inch with min.32 ga.,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 D41 primer required over printed side of UDL-30.
Underlayment: Titanium PSU 30,self-adhered
5.6.3.6 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 1A or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3
enhancements
5.7 Exposure Limitations:
Titanium UDL-25,UDL-25 PLUS,UDL-30,UDL-50,UDL-TT or UDL-TF shall not be left exposed for longer than 30-days.
Titanium PSU-30 shall not be left exposed for longer than 90-days.
UDL-TTMC300 not be left exposed for longer than 180-days.
Exterior Research and Design,LLC. Evaluation Report 111980.11.08-R3
Certificate of Authorization 119503 F1.11602-113
Revision 3:05/01/2015
Page 4 of 6
C
-,J TRINITY ESD
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 D226,Type
I and II 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
nails 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
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TRIte11TY
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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.
8. MANUFACTURING PLANTS:
Contact the named QA agency for information on production locations covered by F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc.-ETL/Warnock Hersey—QUA1673;(604)520-3321
-END OF EVALUATION REPORT-
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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.
8. MANUFACTURING PLANTS:
Contact the named QA agency for information on production locations covered by F.A.C.Rule 61G20-3 QA requirements.
9. QUALM 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 of Authorization#9503 FL11602-R3
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TRINITY i ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
1B-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
1B-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 13-14
1E Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 15-16
1F-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 17-19
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 20-22
1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 22
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 23
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 24-25
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 26-27
3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28-32
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 32
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 33-34
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 34
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 39
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 40
SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 40
5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 40
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-42
6B Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 42
6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 42
6D Gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 43-45
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 45
The followine notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-inch penetration.
➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u rate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the CIA
requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report P9290.02.08-1117 for FL1654-1119
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TRINI-ry ERD
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
➢ Hot asphalt(HA): Full coverage at 25-30 lbs/square.
➢ Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢ Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is
referenced.
➢ OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive&Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
➢ Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered.
➢Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
6. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then
the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢ OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
➢OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢ OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam ii)
➢ ICP Adhesives&Sealants CR-20: MDP -117.5 psf (Min.1.0-inch thick)
7. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted.
10. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the
minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 or TAS 124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,LLC.d/b/a TrinitylERD Evaluation Report 139290.02.08-1117 for FL1654-1119
Certificate of Authorization#9503 Revision 17:04/18/2016
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TRINITY J ERD
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
h' TABLE 1:POLYGLASS ROOF.-COVERS
Reference Layer Material Application
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20-40
(Base and Ply sheets,Asphalt- Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square
Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes.
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Polyglass HT Base 650 PG350 at 1.5-2.0
SBS-CA1 Cap Elastoflex VG,Elastoflex VG FR,Elastoflex 56,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G gal/square
SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56 Polyplus 35 at 1.5-2.0
SBS-CA2 Cap Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex 56 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G gal/square
SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Polyglass
HT Base 650 Hot Asphalt at 20-40
SBS-AA Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,
(SBS,Asphalt-Applied) Cap Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) lbs/square
Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex 56,Polyglass HT Base 650
(SBS,Torch-Applied) Cap Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Torch-Applied
Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or more plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering
(SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase(poly/sand)or Elastobase(poly/poly).
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond
(APP,Torch-Applied) Cap Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied
Cap Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
APP-SA Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
(APP,Self-Adhering) Note: Elastobase(poly/sand)or Elastobase(poly/poly).
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings
associated with coating usage.
➢ PG200 Non Fibered Roof Coating;
➢ PG300 Fibered Roof Coating;
➢ PG600 Non-Fibered Aluminum Roof Coating;
➢ PG650 Fibered Aluminum Roof Coating;
➢ PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
➢ PG700Q$(Quick Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule-surfaced APP or SBS only);
➢ PG800 Asphalt Emulsion Roof Coating;
➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
➢ Polyplus 65 Premium Fibered Aluminum Roof Coating;
➢ Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
➢ Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(for granule-surfaced APP or SBS only);
➢ Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design,U.C.d/b/a Trinity I ERD Evaluation Report P9290.02.08-1117 for FL1654-R19
Certificate of Authorization#9503 Revision 17:04/18/2016
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TRINIIY I ER®
16. The following represent priming requirements for gypsum-based coverboards:
➢ Dens Deck and Dens Deck Prime shall be field-primed with PG100 prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
➢ SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A
applies:
VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;ADHERED INSULATION PER TABLE 3A
Vapor Barrier
Option# Primer Type Attach Insulation Adhesive MDP(psf)
1 PG100 Elastoflex SA V Plus Self-Adhering Inta-Stik or CR-20,12-inch o.c. -60.0
2 PG100 Polyglass APP Base Torch-applied Inta-Stik or CR-20,12-inch o.c. -75.0
3 PG100 Elastoflex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0
4 PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5
5 PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0
18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report P9290.02.08-R17 for FL1654-R19
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TRINITY I ERD
TABLE 1F-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover(See Table 1) MDP
No. Note 1) Type Fasten Attach Base Ply Cap (Psf)
W-134 Min.19/32- Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast#14 or Trufast 3"Metal 12-inch o.c.in 4-inch lap and 12-inch o.c.in two SBS-SA SBS-SA,APP-SA, _52.5*
inch plywood top) Insulation Plate with Trufast HD (2),equally spaced,staggered center rows SBS-TA,APP-TA
W-135 Min.19/32- Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast#14 or Trufast 3"Metal 12-inch o.c.in 4-inch lap and 12-inch o.c.in two Polyflex SA Base APP-TA -52.5*
inch plywood top) Insulation Plate with Trufast HD (2),equally spaced,staggered center rows
W-136 Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c,in 4-inch lap and 12-inch o.c.in two SBS-SA SBS-SA,APP-SA, -60.0*
inch plywood top) #12 (2),equally spaced,staggered center rows SBS-TA,APP-TA
W-137 Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.in 4-inch lap and 12-inch o.c.in two Polyflex SA Base APP-TA
Inch plywood top) #12 (2),equally spaced,staggered center rows
TABLE 1G:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Roof Cover(See Table 1)
No. Note 1) Primer Joint Treatment Base Ply Ply Cap MDP(psf)
Min.15/32- (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-138 inch plywood (Optional)PG100 None SBS-SA TA,APP-TA TA,APP-TA 90.0
W-139 Min.15/32- (Optional)PG100 None Polyflex SA Base (Optional)APP-TA APP-TA -90.0
inch plywood
Min.15/32- Plywood Joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-140 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V FR Base TA,APP-TA TA,APP-TA 97.5
Min.15/32- Plywood Joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-141 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA 135.0
,y o ton re co ere w -ms w e nps o as o ex us roe nto
Tc o Optio a PG aae c sate a s b nd. Potyfle SA B s Opti net)AP PPT 1 5.
Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report P9290.02.08-R17 for F1.1654-1119
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Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 22 of 45