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DATE FILED: `A�{1,\c PERMIT#
REVISION FEE: 15.Qa RECEIPT#IkUlf �
�� �Illi �
fir` � PLANNING&DEVELOPMENT SERVICES
ICOUNT BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: 5-60-7 � 8 et. ✓�
UUNTY
BUILDING DIVISION
2. DETAILED DESCRIPTION OF PROJECT REVIEWED
FOR CfJ�9B
REVISIONS: REVIEWIm,BY
DATE —
FLANS AND PERMIT
' NO INSPECTION WILL BE MAGI
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST. UCIE LINTY CERT.#:
BUSINESS NAME:
QUALIFIERS NAM
ADDRESS:
CITY: STAT?,: ZIP:
PHONE(DAYTIME) FAX:
4. OWNER/BUILDER INFORMATION:
NAME: • t' pt
ADDRESS: oIQ
CITY: STATE:` ZIP:
PHONE: FAX:
JC /r/4r4- (4 f-10&Vi5No7 mR.z
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC:9/23/09
Revised 04/26/2010
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. .. -.Y. .,n-•-•w 4 L
REFWIWVW ISION
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Planning&Development Services REVIEW COMMENTS
Building&Code Regulation Division
2300 Virginia Avenue
Fort Place,FL. 34982
Phone:(772)462-2172 Fax:(772)462-6443 Page I
PROPERTY INFORMATION
Address: 5007 Eastwood Dr Owner(s):
Jose D Quijada
City/State/Zip: Fort Pierce., FI 34951
Parcel#: 1301-615-0121-010/2 Jurisdiction: SAINT LUCIE COUNTY
Zoning: RM-5 Lot#: 13 Block: 173
APPLICATION INFORMATION
Permit Number: 1603-0410 Stories: Automatic Sprinkler System? No
Permit Type: ROOF-FIBERGLASS SHINGLE
CONTRACTOR INFORMATION
Contractor Name: Ramses Rodriguez Fax Number: 772-336-6486
Business Name: Tri-R Construction Company Inc
Business Addr: 1457 Sw Prairie Cir Email: Ramserdguez@Hotmail.Co
m
City i State I Zip: Port St Lucie, FI 34953
REVIEWS AND COMMENTS
Review Type Status Reviewed By Date Started Date Completed Date Released
REVISIONS INCOMPLETE Dave Johnson 4113/2016
4/13/2016 Comment MUST PROVIDE INSTALLATION INSTRUCTIONS THAT SPECIFY WHAT SYSTEM IS BEING USED.107.2.1 FBC
4/13/2016 Comment: EMAILED COMMENTS TO CONTRACTOR MAILED TO OWNER,
t RECEIVARR 112916
,may a•;a . t.a. oltl °,: s i #.e t
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FL1602741
a!
Application Type Revision
Code Version p 2614'°-`
Application Status Approved
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 46410
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmaterialsgroup.com
Technical Representative C Richard Schurman
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 46410
rich.schurman@alIiedbuiIding.com
Quality Assurance Representative C Richard Schurman
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 46410
rich.schurman@alliedbuilding.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 06/27/2016
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16077 R1 CO1 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/23/2015
Date Validated 03/29/2015
Date Pending FBC Approval 03/31/2015
Date Approved 06/22/2015
Summa ry of Products
FL# rt Model,Number or Name Description
16027,1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ-No LL16027 P1 Ii 2()15_2_�FJNAL Al�EP TRI
-
Approved for use outside HVHZ:Yes BUILT MODBIT FL1602 R1.odf
Impact Resistant:N/A Verified By: Robert Nierninen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other:1.)The DP noted in this application refers to one Evaluation Reports
system.Refer to ER Appendix for all systems and max. F1 16027 RI. AE 0-1, FINAL EP TRI-
design pressures.2.)Refer to ER Section 5 for Limits of Use. BUILT MODBIT 1`1-16017IEL,pi.f
A Created by Independent Third Party:Yes
Back Ne
Contact US::1240 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AAtEEO employer.Copyright 2007-7013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a pubfic-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.It 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
emaffs 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
click here.
Product ApPFOVal Accepts:
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
TiA (`�'�/ 353 Christian Street
RII VI 1 1 .ERD Oxford,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
TRI-BUILT Roofing Products Evaluation Report A42970.10.12-111
9050 Louisiana Street FU6027-R1
Merrillville, IN 46410 Date of Issuance:10/23/2012
Revision 1:03/23/2015
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. The product described herein has been evaluated for compliance with
the 5th Edition (2014)Florida Building Code sections noted herein.
scRIPTI TRI-BUICT°MoAtfieB t m!'4nnA6M.,Systems,
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 I 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 4,plus a 27-page Appendix.
Prepared by:
Robert J.M.Nieminen P.E. p C?f?: The
'E.on 3/23/seat apphisdo was snots serve as
nyRobert Nemnen,
' 'I`t(+'•...C'R„_ *�^' P.E.on 03/23/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 ���'�s`�'/O\q\.''-�.•``, document.Signed,sealed hardcopies have been transmitted to the
-`�"•^�*r�'+�a Product Approval Administrator and tothe named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity ERD does not have,nor does it intend to acquire or will it acquire,a financial interest
in any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, LLC. d/b/a 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.
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by Allied Building Products Corp./TRI-BUILT
Roofing Products, have demonstrated compliance with the following sections of the Florida Building Code through testing in
accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of
Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind FM 4474 2004
1504.7 Impact FM 4470 1992
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2008
3. REFERENCES:
KnDty Examination Reference Date
ERD(TST6049) Physical Properties P10490.10.08-2 10/30/2008
ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009
ERD(TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009
ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009
ERD(TST6049) Physical Properties P33960.12.10 12/30/2010
ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011
ERD(TST6049) Physical Properties P37590.03.13-3A 03/06/2013
ERD(TST6049) FM 4470/4474 P39690.03.13 03/04/2013
ERD(TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013
ERD(TST6049) Physical Properties P37590.03.13-2-RS 07/01/2013
ERD(TST6049) Physical Properties P37590.07.13-2 07/01/2013
ERD(TST6049) Physical Properties P37590.03.13-5-R1 07/01/2013
ERD(TST6049) Physical Properties P37590.07.13-1 07/02/2013
ERD(TST6049) Physical Properties P45940.09.13 09/04/2013
ERD(TST6049) Physical Properties P44370.10.13 10/04/2013
FM Approvals(TST1867) FM 4470 2W7A7.AM 08/04/1994
FM Approvals(TST1867) FM 4470 OD3A3.AM 04/04/1997
FM Approvals(TST1867) FM 4470 2DOAO.AM 12/23/1998
FM Approvals(TST1867) FM 4470 2D5A9.AM 06/22/1999
FM Approvals(TST1867) FM 4470 3006646 01/04/2000
FM Approvals(TST1867) FM 4470 3001334 01/25/2000
FM Approvals(TST1867) FM 4470 3001334 02/15/2000
FM Approvals(TST1867) FM 4470 3000857 01/12/2000
FM Approvals(TST1867) FM 4470 3004091 01/12/2000
FM Approvals(TST1867) FM 4470 3006115 05/02/2001
FM Approvals(TST1867) FM 4470 3012321 07/29/2002
FM Approvals(TST1867) FM 4470 3014692 08/05/2003
FM Approvals(TST1867) FM 4470 3014751 08/27/2003
FM Approvals(TST1867) FM 4470 3007170 01/13/2004
FM Approvals(TST1867) FM 4470 3019317 06/30/2004
FM Approvals(TST1867) FM 4470 3020703 07/30/2004
FM Approvals(TST1867) FM 4470/4474 3018332 01/31/2006
FM Approvals(TST1867) FM 4470/4474 3023368 03/20/2006
FM Approvals(TST1867) FM 4470/4474 3024594 05/23/2006
FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006
FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007
FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009
PRI(TST5878) Physical Properties PUSA-062-02-01 12/04/2007
PRI(TST5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST5878) Physical Properties PUSA-064-02-02 02/27/2008
Exterior Research and Design,LLC. Evaluation Report A42970.10.12-R3
Certificate of Authorization 89503 FL16027-R1
Revision 1:03/23/2015
Page 2 of 4
1%
TRINITY ERD
Entity Examination Reference Date
PRI(TST5878) Physical Properties PUSA-062-02-02 12/04/2008
Miami-Dade(CER1592) WHZ Compliance Various NOAs Various
Miami-Dade(CER1592) Proposal for Review 10-0823 10/12/2010
UL LLC (QUA9625) Quality Control ML Agreement 02/27/2012
UL LLC (QUA9625) Quality Control ML Correlation,R27202 08/20/2012
UL LLC (QUA9625) Quality Control Service Confirmation,R14571 Exp.06/27/2016
4. PRODUCT DESCRIPTION:
This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with Allied Building Products
Corp. / TRI-BUILT Roofing Products published installation instructions and the Limitations / Conditions of Use herein, The
following membranes make up the subject systems.
Table 1:Roll-Goods for TRI-BUILT Modified Bitumen Roof Systems
Type Product specification
Reference Grade Type
TriBuilt SA SBS Base ASTM D6163,Table 2 S
SBS Membranes TriBuilt SBS Granular ASTM D6164 G
TriBuilt SA SBS Cap ASTM D6164 G I
TriBuilt APP Smooth ASTM D6222 S
APP Membranes TriBuilt APP Granular ASTM D6222 G
TriBuilt SA APP Cap ASTM D6222 G I
5. LIMITATIONS:
5.1 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.
5.2 This Evaluation Report is not for use in HVHZ.
5.3 Refer to a current Roofing Materials Directory forfire ratings of this product.
5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC
2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
5.5 unless otherwise noted in Appendix 1,roof decking and its attachment shall be specified and installed to meet project
design criteria to the satisfaction of the AHJ.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1510.
5.7 For mechanically attached insulation or membrane or strip-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.
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 I'M LPDS 1-29 for Zone 2/3 enhancements.
5.8 For fully-adhered insulation,the maximum design pressure for the selected assembly shall meet or exceed critical design
pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted forthese systems
5.9 For mechanically attached insulation or membrane over existing roof 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 forthe system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1.
5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off) or recover installation,the existing
deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface
conditions exist that bring system performance into question,field uplift testing in accordance with ASTM E907,FIVI LPDS
1-52,ANSI/SPRI IA-1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation,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 or TAS 124.
Exterior Research and Design,I.I.C. Evaluation Report A42970.10.12-R I
Certificate of Authorization#9503 FL16027-R1
Revision 1:03/23/2015
Page 3 of 4
TRINITY ERD
5.12 Metal edge attachment(except gutters),shall be designed and installed for wind loads in accordance with FBC Chapter
16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be
determined from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 TRI-BUILT Modified Bitumen roof systems shall be installed in accordance with Allied Building Products Corp./TRI-BUILT
Roofing Products published installation instructions,subject to the Limitations/Conditions of Use noted below.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = 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 loads.
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 noted QA agency for information on product locations covered for F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC--QUA9625;(314)578-3406,k.chancellor@us.ul.com
-THE 17-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior
EPORT-Exterior Research and Design,LLC. Evaluation Report A42970.10.12-Ri
Certificate of Authorization#9503 FL16027-R1
Revision 1:03/23/2015
Page 4 of 4
TRINITY'ERD
APPENDIX 1.ATFAQIMENT REQUIREMENTS FOR WIND UMIFT REstsFANcE
Table Deck Application Type Description Page
1A-1 Wood New or Reroof(Tear-Off) A-2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4
1A.-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
1B Wood New,Reroof(Tear-Off)or Recover B Mach.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
1C Wood New,Reroof(Tear-Off)or Recover C Mach.Attached Insulation,Bonded Roof Cover 6
ID Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mach.Attached Base Sheet,Bonded Roof Cover 6
1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mach.Attached Base Sheet,Bonded Roof Cover 7
1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mach.Attached Base Sheet,Bonded Roof Cover B
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover B
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mach.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mach.Attached Insulation,Bonded Roof Cover 10
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mach.Attached Base Sheet,Bonded Roof Cover 11
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 15
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17
4B LWIC New or Reroof(TeaOff) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-20
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22
5D CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23
5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 23
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 24
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 25
6C Gypsum New,Reroof(Fear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 25
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mach.Attached Base Sheet,Bonded Roof Cover 25
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 27
The following 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 thetopflute ofthesteel 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 polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK
Glass-Mat Roof Board that meets the CIA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,forfoam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report A42970.10.12-R1 for FL16027-RS
Certificate of Authorization il9503 Revision 1:03/23/2015
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 1 of 27
e '
TRINITY,ERD
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board far 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. Rod decks and
structural members shall be in accordance with F8C requirements to the satisfaction of the AHJ.Load resistance of the rod 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.
➢HA(HA): Full coverage at 25-30 lbs/square.
A Dow inste-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 OfyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShd).Note:ONBond Green may be used where OJyeond 500 is referenced.
➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
Y 3M CR-20: Continuous 25-3.5-inch wide ribbons,12-inch o.c.
Y Nate:When nwlhole layers(s)of insulation and/or carerboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from Joyer-todayer a distance of ore-half the ribbon spacing.
➢Note:The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-holf the specified ribbons spacing.
6. Unless otherwise noted,all insulations are Hat 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.M no case shag these values be used to'increase'the MDF 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 457.5 psf (Min.05-inch thick)
D OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
Y OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GL)
D OMG OfyBaod 500(OB500): MOP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢OMG OW.d 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoam 11)
➢3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
7. Banded potyisocyanurate 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 shag employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPOS 1.29,
Assemblies marked with an asterisk"carry the limitations set forth in Section 2.2.15.1(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 rod 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 ma 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 1917A.1,Point 1.
Exterior Research and Design,U.C.d/b/a Trinity I ERD Evaluation Report A42970.10.12-RS for FL16027-R3
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by:Robert Nieminen,PE-59166
Appendix 1,Page 2 of 27
TRINITY ERD
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:TRI-BUILT Rom CovERs
Reference Layer Material Application
BP-AA Base FBC Approved ASTM 04601,Type 11
-- HA at 2040 lbs/square
{Base and Ply cheats,Asphalt-Applied} Ply FBC Approved ASTM 02178,Type tV or VI
SBS-AA
(SBS,Asphalt-Applied) Cap TriBuik SBS Granular HA at 20-40 lbs/square
SBS-TA
{SBS.Torch-Applied) Cap TriBuilt SBS Granular Torch-Applied
BS -$SSe n8 k 5 li*' „ ..4_ . .r.. .�,n.c.:... �_2 _ L. .._...
S.
SBS,Self-Adhering) Cap TriBuilt Self-Adhering
SA S85 Cap -
- se or
�rtAu ``Smoot
(APP,Torch-Applied) Cap Tri9uiR APP Smooth,TriBufit APP Granular Torch-Applied
APP-SA
(APP,Seg-Adhering) Cap TriBuilt SA APP Cap Self Adhering
15. The following represent priming requirements for gypsum-based coverboards:
➢ Dens Deck and pens Deck Prime shag be field-primed with ASTM 041 primer 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.
16. "MDP"=Maximum Oesign Pressure is the result of testing for wind toad resistance based on allowable wind toads.Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design,LLC,d/b/a Trinity I ERO Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization#9503
Prepared by:Robert Nieminen,PE-59166 Appendix
1: age 3/2015
ppendix 1,Page 3 of 27
TRINITY IIERa
TABLE 1E-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR REcovER
SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
Base Sheet Roof Cover MDP
System Deck(See Note 1)
No. Base Fasteners Attach Ply Cap (psf)
Polyglass Elastobase,Polyglass Elastobase
Min.19/32-inch OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch tap and 12-inch {Optional}One or SBS-AA,SBS-
Poly,Polyglass G2 Base,CertainTeed Roofgrip#14,Dekfast Hex with Dekfast#14 o.c.in two,equally spaced,staggered more BP-AA or -52.5
W-1 plywood at max, g'P q Y p gg TA,APF-TA
24-inch spans G y 28, e,Firestone MB Base,AF S#7 or TruFast MP-3 with TruFast HD center rows APP-TA
Ply 28,Tamko Glass Base or GAFGLAS#75
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch SBS-SA,APP-
W-2 plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast#14 or TruFast MP- o c.in two,equally spaced,staggered One or more SBS SA,SBS-TA or -52.5*
24-inch spans Elastobase Poly with poly top surface 3 with TruFast HD center rows APP-TA
Min.19/32-inch 12-inch o.c.in 4-inch lap and 12-inch {Optional}One or
W-3 plywood at max. PolyglassElastobase or Polyglass OMG Flat Bottom Plates(square)with o.c.in two,equally spaced,staggered more BP-AA or SBS-AA SBS-
W-3 TA,APP TA -60.0
24-inch spans ase Poly Roofgrip#12 center rows APP-TA
Min.19/32-inch Polyglass Elastobase or Polyglass OMG Flat Bottom Plates(square)with 12-inch o.c.in 4-inch lap and 12-inch One or more SBS- SBS-SA,APP-
W-4 plywood at max. Elastobase Poly with poly top surface Roofgrip#12 o.c.in two,equally spaced,staggered SA SA,SBS-TA or -60.0*
24-inch spans center rows APP-TA
TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Primer Roof Cover MDP
No. Joint Treatment Base Ply Cap (psf)
Min.15/32-inch plywood (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA 90.0
W 5 at max.24-inch spans (Optional)ASTM D41 None SBS-SA APP-TA or APP-TA
W-6 Min.15/32-inch plywood (Optional)ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuilt SA SBS Base (Optional)SBS-SA or SBS-SA,APP-SA,SBS-TA -97,5
at max.24-inch spans SBS Base,rolled into place to create continuous bond. APP-TA or APP-TA
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report A42970.10.12-R1 for FL16027-RS
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 8 of 27