HomeMy WebLinkAboutAPPLICATION FOR PERMIT REVISION 4-23-18 OFFICE USE ONLY:
DATE FILED:�'��jf• O �1 tilt!�` ' PERNHT# SLCO1704-0135
REVISION FEE: �-' RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISIONLPR
D
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
�' •" ;
(772)462-1553 18
APPLICATION FOR BUILDING PERMIT REVISI rmittin
9
PROJECT INFORMATION
LOCATION/SITE sT Luc1E couNnr
f ADDRESS: BUILDING DIVISION
260 SE Prima Vista Blvd(SW corner SW Prima Vista Blvd and Floresta Drive) REVIEWED
FOR CO
a
DATE ..
DETAILED DESCRIPTION OF PROJECT PLA 'ANXPERT
REVISIONS: - MUST BE KEPSt.Lucie Product Review Affidavits,S/S by DP of Record. Includes correct product appr NO ys em
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CGC061217 ST. LUCIE CO CERT.#:
BUSINESS NAME: Hooks Construction Cc
QUALIFIERS NAME: Steven C.Hooks
ADDRESS: 221'1 S.Kanner Highway
CITY: Stuart STATE: FL ZIP: 34994
PHONE(DAYTIME). 772-419-8828 FAX; 772-237-3757
OWNER/BUILDER INFORMATION:
NAME: Wawa Florida LLC
ADDRESS:7022 TPC Drive,Suite 200
CITY: Orlando STATE: FL ZIP: 32822
PHONE(DAYTIME: 610-358-8000 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: Cuhaci&Peterson
ADDRESS: 1925 Prospect Avenue
CITY: Orlando STATE: FL ZIP: 32814
PHONE(DAYTIME): 407-661-9100 Fes; 407-661-9101
SLCCC: 9123109
Revised 0 613 0/17 �',
VERSICO TPO ROOFING #FL14207 - R16
• Ro icwcclt Z I
�Rg.
nis {
No Comntt offs
Professional, o e ise
BCIS Home Log In I User Registration I HotlToplcs I Submit Surcharge Stats&Facts P b1®Q0®Onfii5(4Wfe Qgilfite Map Links I •Search.I
Florida
This review is only for general conformance
31.4-1100
Product Approval with the design concept of the project and
r �" USER:Public User j general compliance with the information
given in the Contract Documents.Corn.•ctions
Pa> i or comments made on the shop drawings
Product Approval Menu>Product or Application Search>Application List>Application Detail during the review do not relieve contractor
from compliance with the requirements of
FL# FL14207-R36 the plans and spLeitications. Approval of a
specific item shall not include approval of an
Application Type Revision assembly of which the item is a component.
Code Version 2017 Contractor is responsible for: dimensions t,r
be confirmed and correlated at the jobsite;
Application Status Approved information that pertains solely to the
fabrication processes, or to the means,
methods, techniques, sequences, and
Comments procedures of construction; coordination of
Archived ❑ the Work with that of all trades; and for
performing all work in a safe and satisfactory
I manner.
` Product Manufacturer Versico Roofing Systemi CUHAJC4&P TERSON TEC S,LLC
Y, Address/Phone/Email i P.O.Box 1289 Date h y
Carlisle,PA 17013 �'llT••�
(800)992-7663 WIN
malpezzi@syntec.carlisle.com
Authorized Signature Joe Malpezzi
malpezzi@syntec.carlisle.com
RECEIVED
Technical Representative Robert Patton
Address/Phone/Email 1555 Ritner Highway
Carlisle,PA 17013 APR 2 3 2018
Robert.PATFON@syntec.carlisle.com
• ST. Lucie County, Permitting
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Single Ply Roof Systems
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 J.M.Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 06/01/2019
Validated By John W.Knezevich,PE
® Validation Checklist-Hardcopy Received
Certificate of Independence FL14207 R16 COI 2017 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard year
ASTM D6878 2011
FM 4470 2012
FM 4474 2011
UL1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
>r'
Product Approval Method Method 1 Option D
a
Date Submitted 12/13/2017
Date Validated 12/14/2017
Date Pending FBC Approval 12/19/2017
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
14207.1 VersiWeld TPO Single Ply Roof Thermoplastic Olefin Roofing Membranes
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL14207 R16 II 2017 12 FINAL Al ER VERSICO TPO FL14207-
Approved for use outside HVHZ:'Yes R16.Ddf
Impact Resistant:.N/A Verified By: Robert J.M.Nieminen PE-59166
Design Pressure:+N/A/-495 Created by Independent Third Party:Yes
Other:1.)The design pressure in this application Evaluation Reports
relates to one particular assembly over light weight FL14207 R16 AE 2017 12 FINAL ER VERSICO TPO FL14207-
concrete.Refer to the ER Appendix for other systems R16.Ddf
and deck types.2.)Refer to ER,Section 5 for other Created by Independent Third Party:Yes
Limits of Use.3.)This Product Approval is for Non-
HVHZ jurisdictions.Refer to FL16443 for HVHZ.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to
_N1 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 click here.
Product Approval Accepts:
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VERSICO TPO ROOFING #FL14207 - R16
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
TRINITY ERD 353 Christian Street
Q0Oxford,CT 06478
(203)262-9245
EVALUATION REPORT
Versico Roofing Systems Evaluation Report C35230.11.10-R15
P.O. Box 1289 FL14207-1116
Carlisle, PA 17013 Date of Issuance:11/02/2010
(717)245-7264 Revision 15:12/13/2017
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 61h Edition(2017)Florida Building Code sections noted herein.
DESCRIPTION: VersiWeld TPO Single Ply Roof 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)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity 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 6,plus a 58-page Appendix.
Prepared by:
,Npccrrrrrnrrr
Robert J.M.Nieminen PE -`w
z . . '�'•-�, zr'' fac
simile
f Th
e acsme seal a
•,.I` ppearing was authorized by Robert
Florida Registration No.59166,Florida DC4ANE1983 011
"N�"''v't Nieminen,P.E.on 12/13/2017.This does not serve as an ia1 r L *�:'
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity I 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 TrinityI 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.
QO
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Single Ply Roof Systems
Compliance Statement: VersiWeld TPO Single Ply Roof Systems, as produced by Versico Roofing Systems, have
demonstrated compliance with the following sections of the 61h Edition(2017)Florida Building Code through testing
in accordance with the following Standard's. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section Pro a Standard Year
1504.3.1 Wind FM 4474 2011
1504.3.1 Wind UL 1897 2012
1504.7 Impact FM 4470 2012
1507.13.2 Physical Properties ASTM D6878 2011
3. REFERENCES:
Ent Examination Reference Date
ACRC(TST4671) Wind 07-051 08/29/2007
ACRC(TST4671) Wind 07-059 10/15/2007
ACRC(TST4671) Wind 10-009 05/19/2010
ACRC(TST4671) Wind 10-018 08/25/2010
ACRC(TST4671) Wind 10-019 08/25/2010
ACRC(TST4671) Wind 11-034 06/28/2011
ACRC(TST4671) Wind 11-035 06/28/2011
ACRC(TST4671) Wind 11-036 06/29/2011
ACRC(TST4671) Wind 11-037 06/29/2011
ACRC(TST4671) Wind 15-002 03/30/2015
ACRC(TST4671) Wind 15-008 04/02/2015
ACRC(TST4671) Wind 15-009 04/06/2015
ACRC(TST4671) Wind 15-011 07/07/2015
ACRC(TST4671) Wind 15-012 07/07/2015
ACRC(TST4671) Wind 15-015 07/09/2015
ACRC(TST4671) Wind 15-016 07/09/2015
ACRC(TST4671) Wind 15-018 07/10/2015
ACRC(TST4671) Wind 15-019 07/14/2015
ACRC(TST4671) Wind 15-020 07/14/2015
ACRC(TST4671) Wind 15-021 07/15/2015
ACRC(TST4671) Wind 15-037 12/28/2015
ACRC(TST4671) Wind 15-038 12/28/2015
ACRC(TST4671) Wind 15-041 12/30/2015
ACRC(TST4671) Wind 15-043 01/04/2016
ACRC(TST4671) Wind 15-045 01/11/2016
ACRC(TST4671) Wind 15-046 01/11/2016
ACRC(TST4671) Wind 15-047 01/12/2016
ATI(TST1588) FM 4470 01-37050.01 03/13/2000
ATI(TST1588) FM 4470 01-39152.01 03/28/2001
AT[(TST1588) Physical Properties 01-37490.01 05/26/2004
ATI(TST1588) FM 4470 63524.01-111-47 03/16/2006
ATI(TST1588) FM 4470 76506.01-111-47 09/06/2007
ATI(TST1588) FM 4470 77891.01-111-47 10/26/2007
ATI(TST1588) FM 4474 C1141.01-109-18 09/13/2012
ATI(TST1588) TAS 114 D7772.01-109-18 07/09/2014
ATI(TST1588) TAS 114 D7772.02-109-18 07/14/2014
ATI(TST1588) TAS 114 E4981.01-109-18 02/26/2015
CTL(TST1577) FM 4474 CTLA-10511 10/13/2008
CTL(TST1577) FM 4474 CTLA-10511-1 10/13/2008
CTL(TST1577) FM 4474 CTLA-10511-2 10/13/2008
CM(TST1577) FM 4474 CTLA-10611 10/16/2008
Exterior Research and Design,LLC. Evaluation Report C35230.11.10-R15
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION FL14207-R16
VersiWeld TPO Single Ply Roof Systems Revision IS:12/13/2017
Page 2 of 6
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Kq!Lty Examination Reference Date
CTL(TST1577) FM 4474 CTLA-10611-1 10/16/2008
CTL(TST1577) FM 4474 CTLA-10611-2 10/16/2008
CTL(TST1577) FM 4474 CTLA-106R-3 10/16/2008
CTL(TST1577) FM 4474 CTLA-10611-4 10/16/2008
CTL(TST1577) TAS 117 CTLA 111R O1/13/2009
PRI CMT(TST5878) TAS 114/FM 4474 CST-016-02-01 05/04/2011
PRI CMT(TST5878) TAS 114/FM 4474 CST-016-02-01 05/05/2011
ERD(TST 6049) Physical Properties U0215.05.06-1 05/30/2006
ERD(TST 6049) FM 4470 E9490.03.08 03/25/2008
ERD(TST 6049) Physical Properties C32760.01.11 01/19/2011
ERD(TST 6049) FM 4470/4474 13380.01.17 01/27/2017
ERD(TST 6049) Physical Properties A35880.04.12-111 10/26/2012
ERD(TST 6049) Physical Properties C46470.07.14-1A 07/16/2014
ERD(TST 6049) Physical Properties C46470.07.14-16 07/16/2014
ERD(TST 6049) Physical Properties C46470.07.14-4-R1 07/21/2014
ERD(TST 6049) Physical Properties C46470.07.14-2A 07/30/2014
ERD(TST 6049) Physical Properties C46470.07.14-2B 07/30/2014
ERD(TST 6049) FM 4474 SC10010.02.16 02/29/2016
ERD(TST 11294) FM 4474 13380.01.17 01/27/2017
ERD(TST 6049) FM 4474 CEL-SC13450.01.17 01/31/2017
• ERD(TST 6049) Physical Properties CRL-SC14240.17 03/21/2017
ERD(TST 11294) FM 4474 CEL-CLT16160.08.17-1 08/28/2017
ERD(TST 11294) FM 4474 CEL-CLT16160.08.17-2 08/28/2017
FM Approvals(TST1867) FM 4470 3Z9A1.AM 10/15/1997
FM Approvals(TST1867) FM 4470 3001580 11/16/1998
FM Approvals(TST1867) FM 4470 3001522 03/26/1999
FM Approvals(TST1867) FM 4470 3003393 03/30/1999
FM Approvals(TST1867) FM 4470 3003337 06/11/1999
FM Approvals(TST1867) FM 4470 3006110 06/13/2001
FM Approvals(TST1867) FM 4470 3011329 06/10/2002
FM Approvals(TST1867) FM 4470 3012879 04/04/2003
FM Approvals(TST1867) FM 4470 3013584 06/27/2003
FM Approvals(TST1867) FM 4470 3014692 08/05/2003
FM Approvals(TST1867) FM 4470 3016355 09/15/2003
FM Approvals(TST1867) FM 4470 3019890 12/16/2004
FM Approvals(TST1867) FM 4470/4474 3017662 06/07/2005
FM Approvals(TST1867) FM 4470/4474 3023032 07/20/2005
FM Approvals(TST1867) FM 4470/4474 3018631 11/03/2005
FM Approvals(TST1867) FM 4470/4474 3023999 11/08/2005
FM Approvals(TST1867) FM 4470/4474 3020845 01/25/2006
FM Approvals(TST1867) FM 4470/4474 3021941 03/20/2006
FM Approvals(TST1867) FM 4470/4474 3023340 03/20/2006
FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006
FM Approvals(TST1867) FM 4470/4474 3024593 07/27/2006
FM Approvals(TST1867) FM 4470/4474 3022174 09/25/2006
FM Approvals(TST1867) FM 4470/4474 3021235 06/01/2007
FM Approvals(TST1867) FM 4470/4474 3026964 07/25/2007
FM Approvals(TST1867) FM 4470/4474 3028438 08/22/2007
FM Approvals(TST1867) FM 4470/4474 3031350 09/27/2007
FM Approvals(TST1867) FM 4470/4474 3030536 10/09/2007
FM Approvals(TST1867) FM 4470/4474 3028655 11/09/2007
FM Approvals(TST1867) FM 4470/4474 3026951 01/21/2008
FM Approvals(TST1867) FM 4470/4474 3031349 05/13/2008
FM Approvals(TST1867) FM 4470/4474 3031765 07/21/2008
FM Approvals(TST1867) FM 4470/4474 3029840 09/08/2008
FM Approvals(TST1867) FM 4470/4474 3033217 12/08/2008
FM Approvals(TST1867) FM 4470/4474 3034985 12/15/2008
FM Approvals(TST1867) FM 4470/4474 3034066 04/14/2069
FM Approvals(TST1867) FM 4470/4474 3034776 08/07/2009
FM Approvals(TST1867) FM 4470/4474 3037400 09/02/2009
FM Approvals(TST1867) FM 4470/4474 3033356 10/09/2009
FM Approvals(TST1867) FM4470/4474 3034297 11/13/2009
FM Approvals(TST1867) FM 4470/4474 3040639 08/11/2010
Exterior Research and Design,I.I.C. Evaluation Report C35230.11.30-R35
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON.HVHZ EVALUATION FL14207-1116
VersiWeld TPO Single Ply Roof Systems Revision IS:12/13/2017
Page 3 of 6
d
QOTRINI-rYIERD
Enti Examination Reference Date
FM Approvals(TST1867) FM 4470/4474 3036762 03/08/2011
FM Approvals(TST1867) FM 4470/4474 3041535 06/08/2011
FM Approvals(TST1867) FM 4470/4474 3039340 06/24/2011
FM Approvals(TST1867) FM 4470/4474 3043858 08/25/2011
FM Approvals(TST1867) FM 4470/4474 3041797 10/13/2011
FM Approvals(TST1867) FM 4470/4474 3039073 11/22/2011
FM Approvals(TST1867) Fastener Tension Loading 1X9A4.AM,3000919,3041535,3044748 12/06/2011
FM Approvals(TST1867) FM 4470/4474 3040260 02/27/2012
FM Approvals(TST1867) FM 4470/4474 3041799 03/29/2012
FM Approvals(TST1867) FM4470/4474 3043824 04/06/2012
FM Approvals(TST1867) FM4470/4474 3039762 09/07/2012
FM Approvals(TST1867) FM 4470/4474 3047327 09/13/2012
FM Approvals(TST1867) FM 4470/4474 3040639 09/18/2012
FM Approvals(TST1867) FM 4470/4474 3043858 09/25/2012
FM Approvals(TST1867) FM 4470/4474 3042075 10/23/2012
FM Approvals(TST1867) FM4470/4474 3049189 03/11/2014
FM Approvals(TST1867) FM 4470/4474 3048753 09/16/2014
FM Approvals(TST1867) FM4470/4474 3051392(data) 10/15/2014
FM Approvals(TST1867) FM4470/4474 3054838 02/13/2015
FM Approvals(TST1867) FM4470/4474 3055462 04/01/2015
FM Approvals(TST1867) FM4470/4474 3050229 01/25/2016
FM Approvals(TST1867) FM 4470/FM 4474 3058125 02/04/2016
FM Approvals(TST1867) FM4470/4474 3055167 02/10/2016
FM Approvals(TST1867) FM 4470/FM 4474 3056745 09/28/2016
FM Approvals(TST1867) FM 4470/FM 4474 3058125 12/06/2016
Miami-Dade(CER1592) Wind Uplift Certification 12-0216.01 03/08/2012
Miami-Dade(CER1592) Wind Uplift Certification 13-0617.20 09/05/2013
Miami-Dade(CER1592) Wind Uplift Certification 13-0307.02 09/26/2013
UL,LLC.(TST9628) UL1897 08CA15815 10/22/2008
UL,LLC.(QUA9625) Quality Control MLA R9853 02/27/2008
UL,L-C.(QUA9625) Quality Control Inspection Report 06/01/2017
4. PRODUCT DESCRIPTION:
The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners,stress
plates and adhesives,as outlined in the Limitations/Conditions of Use herein.
4.1 VersiWeld Reinforced TPO Membrane are nominal 45-mil (1.1-mm)or 60-mil(1.5-mm)thick, polyester-scrim
reinforced,thermoplastic olefin(TPO)single-ply roof membranes.
4.2 VersiWeld Plus Reinforced TPO Membrane are nominal 72-mil (1.8-mm)or 80-mil(2.0-mm)thick, polyester-
scrim reinforced,thermoplastic olefin(TPO),single-ply roof membranes.
4.3 VersiWeld HS/ES Reinforced TPO Membrane are nominal 60-mil (1.5-mm)thick, polyester-scrim reinforced,
thermoplastic olefin(TPO)single-ply roof membranes.
4.4 Versi Fleece TPO 100,TPO 115 or TPO 135 membranes are nominal 45-mil (1.1-mm), 60-mil (1.5-mm) or 80-
mil (2.0-mm) thick, respectively, polyester-scrim reinforced, thermoplastic olefin (TPO) single-ply roof
membranes with a polyester fleece backing.
4.5 VersiFleece AC TPO 120,AC TPO 135 or AC TPO 155 membranes are nominal 45-mil (1.1-mm), 60-mil (1.5-
mm) or 80-mil (2.0-mm) thick, respectively, polyester-scrim reinforced, thermoplastic olefin (TPO) single-ply
roof membranes with a polyester fleece backing formulated for hot asphalt application.
4.6 VersiWeld QA TPO membrane is a nominal 60-mil (1.5-mm) thick, polyester-scrim reinforced, thermoplastic
olefin(TPO)single-ply roof membrane laminated to an elastomeric pressure-sensitive adhesive.
Exterior Research and Design,I.I.C. Evaluation Report C35230.11.10-R15
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL14207-R36
VersiWeld TPO Single Ply Roof Systems Revision IS:12/13/2017
Page 4 of 6
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TRINITY I ERD
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen,P.E.are,in any way,the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for
permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use,in HVHZ jurisdictions.
5.3 Refer to a current UL Roofing Materials Directory for fire 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 The roof system evaluation hereini pertains to above-deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having
Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC
Approval documentation.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511.
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 ANSI/SPRI WD1,FM Loss Prevention Data
Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies
marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet
1-29(January 2016)for Zone 2/3 enhancements.
5.8 For assemblies with all components fully bonded in place, 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 for these 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 for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-
1 or Testing Application Standard TAS 105.
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 ANSI/SPRI IA-1,ASTM E907, FM Loss Prevention Data Sheet i-S2 or Testing Application Standard 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 Authority
Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss
Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
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 Roofing Application Standard RAS
111,except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2)or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FAC Rule 611320-3.
Exterior Research and Design,I.I.C. Evaluation Report C35230.11.10-R35
Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL14207-R16
VersiWeld TPO Single Ply Roof Systems Revision IS:12/13/2017
Page 5 of 6
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6. INSTALLATION:
6.1 Vers)Weld TPO Single Ply Roof Systems shall be installed in accordance with Versico Roofing Systems
published installation instructions,subject to the Limitations/Conditions of Use noted herein.
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.
6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed
running perpendicular to steel deck flutes.
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 noted QA agency for information on product locations covered by QA procedures in accordance with
FAC Rule 61G20-3.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com
-THE 58-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report C35230.11.10-R35
Certificate ofAathorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL14207-Ri6
VersiWeld TPO Single Ply Roof Systems Revision 15:12/13/2017
Page 6 of 6
I
TRINITY I ERD
TABLE 2G: STEEL OR STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER
Insulation Layer(Note 14) Roof Cover
System Deck(Note 1) MDP
No. Type Attach Membrane Fasteners Fastener Lap Lap' Seam (psf)
Spacing Width Spacing Weld
Min.22 ga. ty e B,Grade Min.1.5-inch,one Prelimjams" . VersiWeld or Trufast#15 EHD Fastener with Trufast 2W'Barbed Metal 6-inch 5.5- 90.5-inch 1.5-inch
e a y c mb natlon 'Xfta rsI e u ea P es o. c c,
IV
Min.22 ga.,type B,Grade Min.1.5-inch,one Prelim. VersiWeld or HPV-X Fastener(steel only),MP 14-10(concrete only)or CD-
SC-186 80 steel or min.2,500 psi or more layers, attach VersiWeld Plus 10(concrete only)Fasteners and HPV-X Plate or#15 Roofgrip O.C. inch O.C. outside 9-inch 5.5- 54.5-inch 1.5-inch -75.0
structural concrete any combination (steel only)with 2-3/8"Eyehook Seam Plates(AccuSeam)
2 a., p B, ad i 1. inc o HP -X st er to on ), P 1 -30 co ret on )o CD
;4.AW"A- NW k.�)
structural concrete an combination attach VersiWeld Plus O.C. inch O.C. outside
Y (steel only)with 2-3/8' Eyehook Seam Plates(AccuSeam)
Min.22 a., Min.1.5-inch,one
SC-188 g type B,Grade Prelim. VersiWeld or Trufast#15 EHD Fastener with Trufast 2.4"Barbed Metal 12-inch 5.5- 42.5-inch_ 1.5-inch
33 steel or more layers, attach VersiWeld Plus Seam Plates -- O.C. inch O.C. outside -82.5
any combination
Min.22 ga.,type B,Grade Min.1.5-inch,one HPV-X Fastener(steel only),MP 14-10(concrete only)or CD-
Prelim. VersiWeld or 6-inch 5.5- 54.5-inch 1.5-inch
SC-189 80 steel or min.2,500 psi or more layers, attach VersiWeld Plus 10(concrete only)Fasteners and HPV-X Plate or#15 Roofgrip O.C. inch O.C. outside -90.0
structural concrete any combination (steel only)with 2-3/8"Eyehook Seam Plates(AccuSeam)
Min.22 ga.,type B,Grade Min.1.5-inch,one
SC-190 80 steel or min.2,500 psi or more layers, Prelim. VersiWeld or Trufast#15 EHD Fastener with Trufast 2.4"Barbed Metal 6-inch 5.5- 42.5-inch 1.5-inch _112.5
structural concrete any combination attach VersiWeld Plus Seam Plates O.C. inch O.C. outside
VERSIFLEECE APPLICATIONS:
Min.22 ga.,type B,Grade Min.1.5-inch,one HPV-X Fasteners(steel only),MP 14-10(concrete only)or CD-
SC-191 80 steel or min.2,500 psi or more layers, attach VersiFleece
Prelim. 10(concrete only)Fasteners and HPV-X Plates or#15 12-inch 5.5- 138.5-inch 1.5-inch -30.0 Roofri
structural concrete any combination g p(steel only)with 2-3/8"Eyehook Seam Plates O.C. inch O.C. outside
(AccuSeam)
Min.22 ga.,type B,Grade Min.1.5-Inch,one HPV-XL Fasteners and HPV-XL Plates(steel only)or MP 14-10
SC-192 80 steel or min.2,500 psi or more layers,
Prelim. VersiFleece (concrete only)or CD-10(concrete only)Fasteners and HPV-X 12-inch 5.5- 114.5-inch 1.5-inch -37.5ri
g attach plates or#15 Roof
structural concrete any combination p(steel only)with 2-3/8"Eyehook Seam O.C. inch O.C. outside
Plates(AccuSeam)
Min.22 ga.,type B,Grade Min.1.5-inch,one HPV-X Fasteners(steel only),MP 14-10(concrete only)or CD-
SC-193 80 steel or min.2,500 psi or more layers, Prelim. VersiFleece 10(concrete only)Fasteners and HPV-X Plates or#15 6-inch 5.5- 138.5-inch 1.5-inch
structural concrete any combination
attach Roofgrip(steel only)with 2-3/8"Eyehook Seam Plates O.C. inch O.C. outside 37.5
(AccuSeam)
Min.22 ga.,type B,Grade Min.1.5-inch,one HPV-X Fasteners(steel only),MP 14-10(concrete only)or CD-
Prelim. 10(concrete only)Fasteners and HPV-X Plates or#15 6-inch 5.5- 90.5-inch 1.5-inch 60.0
SC-194 80 steel or min.2,500 psi or more layers, VersiFleece
structural concrete any combination attach Roofgrip(steel only)with 2-3/8"Eyehook Seam Plates O.C. inch O.C. outside
(AccuSeam)
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report C35230.11.10-R15 for FL14207-1116
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 15:12/13/2017
Prepared by: Robert Nieminen,PE-59166 VersiWeld TPO Single Ply Roof Systems;(717)245-7264 Appendix 1,Page 27 of 58