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FL It
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL9777-R11
Revision
2017
Approved
SCASNY E®
St. Lucie County
Owens Corning
One Owens Coming Parkway
Toledo, OH 43659
(740)404-7829
greg, keeler@awenscoming. mm
Greg Keeler
greg.keeler@owenscoming.com
Raofing
Underlayments
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
-S Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florida License
PE-74021
Quality Assurance Entity
UL L.0
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Locke Bowden
fi Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL9777 R31 COi OCR14002 8a 2017 FBC Evaluation Report W ath Ho k
Non-HVHZ.ndf
Year
ASTM D 1970
2015
ASTM D 226
2009
ASTM G 155
2005
TAS 103
1995
UL 1897
BILE COPY
2012
Sections fromtheCode
Product Approval Method Method 1 Option D
Date Submitted 10/11/2017
Date Validated 10/11/2017
Date Pending FBC Approval. 10/17/2017
Date Approved .12/12/2017
Summaly of Products
FL #
Model, Number or Name
Description
9777.1
Weatherlock G
Weatherproofing Underlayment
1 Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
-FL9777 Rif II OCRI4002&a 2017 FRC Evaluation Report
Weathercock Non-HVHZ odf
Impact Resistant: N/A
Verified By: Zachary R. Priest 74021
Design Pressure: N/A
Other: See evaluation report for limits of use.
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 R11 AE OC914002 8a 2017 FBC Evaluation rkepo
Weathedock Non-HVHZ pdf
Created by Independent Third Party: Yes
9777.2 WeatherLock G (High Tear)
Weatherproofing Underlayment
Limits of Use
Installation Instructions v
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL9777 RII ii OCR14002 Ba 2017 FBC Evaluation Report
Weatherlock Nan-HVHZpdf
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A
Other: See evaluation report for limits of use.
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 R11 AE OCR14002 Ba 2017 FBC Evaluation Report
'Weatherlock Non-HVHZ odf
Created by Independent Third Party: Yes
9777.3
Weatherlock MAT
Waterproofing Underlayment
Limits of Use
Installation Instructions ~
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: No
FL9777 R11 II OCR14002 8b 2017 FBC EvaluationReport
Weatherlock HVHZodf
Impact Resistant: N/A
Verified By: Zachary R. Priest 74021
Design Pressure: N/A
Other: See evaluation report for limits of use.
Created by Independent Third Party: Yes
Evaluation. Reports
FL9777 RII AE OCR14002 8b 2017 FBC Evaluation Report
Weatherlock HVHZ.odf
Created by Independent Third Party: Yes
9777.4
Weatherlock MAT
Waterproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9777 R11 II OCR14002 Ba 2017 FBC Evaluation Report
Approved for use outside HVHZ: Yes
Weatherock Non-HVHZodf
Impact. Resistant: N/A
Verified By: Zachary R. Priest 74021
Design Pressure: N/A
Other: See evaluation report for limits of use.
Created by Independent Third Parry: Yes
Evaluation Reports
FL9777 R11 AE OCR140Q2 8a 2017 FBC Evaluation Report
Non-HVHZ
Weatherlock odf
Created by Independent Third Party: Yes
9777.5
Weatherlock Metal
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
FL9777 R11 If OCR1400 8a r117 Far Evaluation Report
Weathedock Nan-HVHZ odf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 R11 AE OCR 14002.8a 2017 FBC Evaluation Report
Weathedock Nan-HVHZ odf
Created by Independent Third Party: Yes
9777.6
Weatherlock Metal
Weatherproofing UnderlaymentLlmlts
of Use
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: No
FL9777 RI I II O R1400 Rr, 2Q17 Far Evaluation Report
Weatherlock HVHZ odf v
Impact Resistant: N/A
Design Pressure: N/A
Other. See evaluation report for limits of use.
9777.7 Weatherlock Specialty Tile Metal
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure; +0/-142.5
j Other: See evaluation report for limits of use.
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 RSS AE OCRf4002 8b 2017 FBC Evaluation Retort
Weatherlock HVHZ odf
Created by Independent Third Party: Yes
Weatherproofing Undedayment
Installation Instructions
FL9777 R11 II OCR14002 8a 2QI7 FBC Evaluation Report
Weatherlock Non-HVHZ.ndf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 Rl I. AE OCR14002 8a 2017 FBC Evaluation Repot
Weatherlock Non-HVHZ.pdf
Created by Independent Third Parry: Yes
Contact Us :: 2401 Blair Stone Road_ Tailms5eye R 32399 phone: 850-487-1824
The State of Florida is an AAjM0 employer. Coovd tt 2007.2013 State of Florida.:: Pirvacv SL_ .meat :: pccessibirity SGtemerit t: Refund statement
Under Ronda law, email addresses arepublic records. If you do not want your e-mail address released in response to a publlerecerds ragmat, do not Intl electronic
mall to this entity. Instead, contact the office by phone or by traditional map. n you have any Questions, please contact 00.487.1395. *Pursuant to Section
455.275(3), Florida Statutes, effective Oddest 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
me..The annals 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 Ste...
Product Approval Acceptant
rM®EEM
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Produa AQOroaal Menu > ProOUR o1811R ation Search > 6901cation Lost > Appilcatlon Detail
.u.v-..,.FL#
} Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL17443-R1
Revision
2017
Approved
3A TAYLOR ROOFING
302 Melton Drive
FT PIERCE, FL 34982
(772) 466-4040
kylewhite228@aol.com
SCANNED
BY
St. Lucie County
Kyle Taylor '�7_1
kylewhite228@aol.com R�ege 'WED FOR
CODE COMPLIANCE
STa ELUCIE COUNTY
BOCC cA
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developedtheLocke Bowden
Evaluation Report
Florida License
PE-49704
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date
01/23/2023
Validated By
Zachary R. Priest, P.E.
+r. Validation Checklist - Hardcopy Received
Certificate of Independence.
EL17443 RI COI FL 17443 i A Taylor 2017 Code Eval Re ort with Details
RSSS.pd
Referenced Standard and Year (of Standard) Standard
TAS 125
UL 1897
UL580
Equivalence of Product Standards
Certified By
Sections from the Code FILE Copy
year
2003
2012
2006
e:
11A
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Date Validated. 02/14/2018
Date Pending FBC Approval 02/17/2018
Date Approved 04/10/2018
Summary of Products
I I
FL 7F i Model, Number or Name
17443.1 5 V Crimp
Description
26GA 1/2" rib height over 15/32" APA plywood
_J
I Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-129.25
Other:-129.25 @ 6" D.C. -69.25 @16" O.C. margin of safety
2:1 with 24" max. coverage Install per manufacturers detail
Not for use in HVHZ.
FL17443 Ri II FL 17443 ] A Taylor 2017 Code
Eva[ Repp1l
with Details RSSS pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
1 Evaluation Reports
FL17443 RI AE FL 17443 ] A Taylor 2017 Code
j
Eval Rep=
I with Details RSSS.pdf
Created by Independent Third Party: Yes
17443.2
VICTORIAN CRIMP SHINGLE
26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS
PANELS; OVER
CDX/APA 15/32" PLYWOOD
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Installation. Instructions
FL17443 RS 11 F1 17443 ] ATaylor 2017 Code
Eyal Report
with Details RSSS pdf
Impact Resistant: N/A
Design Pressure: +NIA/-105
Other:-105PSF margin of safety 2:1. Install per
manufacturer's details and in compliance with FBC 2017 6th
ed. Not for use in HVHZ.
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17443 RI AE FL 17443.] A Taylor 20I7 Code
Evdl Rep=
with Details RSSS.pdf
Created by Independent Third Party: Yes
Ba<k Next
Canted Us :: 2601 Blair stone Road Tallahassee FL 32399 Phone: 850-487-1824
TV State o/ Florida is an AA/EEO emplpyer. 4peyrsght i0m-2013 State of Floada :: Pdvacv Statement,;: Amessibll'N Statement: Aefund Statement
Under Florida law, email addresses are public records. It 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 mall. If you have any questbns, please contact 850.487.1395. *Pursuant to Section
455.275(I), 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 communleadon 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 "in 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:
U ® EE 0
Credit Card
Safe
Fort Pierce, FL 34962
(772)466-4040
Compliant with Florida Building Code 2017 (6' ed.)
Compliant with Florida Product Approval Rule # 61G2D-3
Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY
FBC Sections: 1SD4.3.2,1507
SV Crimp thru fastened W rib at each panel edge and I fastener in the center of the panel, 24" net coverage, 26GA ASTM
A792,G-50, AZ55, .018, SOksi min. over min. 15/32"thick CDX plywood deck. Corrosion,Resistant fastener #9-15 HWH with
sealing washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the crown
of the rib in the center of panel and along the lap. First fastener to be within 3" of panel edges. Min. 8Dxr annular ring shank
nails spaced 6" O.C. reroofing, with less than 19/32" plywood (min. 15/32"), this attachment is to be used in addition to.
existing, attachment. Deck slope 2:12 or greater and shall be com liant with FBC 2017 0ed. Underlayment See FBC 2017 6TM
ed., Sec. 1S07 Table 1507.1.1 "Design Pressure: S acing:
-69.25 PSF 16" O.C.
-129.25 PSF 6" O.C.
Z6GAASTM A792, 6-50, AZ55; .018, 50ksi Victorian Crimp Shingle over 15/32" CDX/APA Plywood attached to roof trusses.
Corrosion Resistant Fastener #10 x I" Zinc plated, MTW Pancake Head, installed at 2 per panel into lock seam. Panels applied
with 12" exposure, adjacent shingles inserted into lock seam of previous shingle. Deck slope 2:12 or greater and shall be
compliant with FBC 2017 6TM ed. Underlayment: See FBC 2017 6T"ed., Sec.1507 Table 1S07.1.1
**Design Pressure:
-105 PSF
uaran
Reference Data:
TEST REPORTS
Hurricane Test Laboratory (TST-1527) #0224-0501-06 TAS 125 (UL 580-942)
PRI Construction Materials Technologies (TST-5878) #FAE-023-02-01 UL 580-06/UL 1897-042
1. UL 580-94 test standards are equivalent to UL 580-06 test standards.
2. UL 1897-04 test standards are equivalent to UL.1897-12 test standards. .
Limitations:
1. 'Underlayment to be compliance with current Florida Building Code (FBC)2017 6TH ed.. see Chart 2507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6`h ed., and per with Manufacturers installation reference.
3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered
engineers.
S. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6� ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside ofthis report.
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturi l gf,11;)f bu Ling products
under this evaluation. ```tt 50W/� trrrr,
Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or
� m m rorTi.ttdejer this
report ^:'G""..i mm �.�
L
Sj PEE UV
'rrr FSSI ON P�;%:
t.
5 V Crimp
Fastener- #9-15 corrosion resistant w/sealing washers
24"coverage
Fastener: #9 x 15 corrosion resistant with sealing washers
in Compliance with 2017 Florida Building Code, Section 1507
Perimeter fastening: 6"o.c.
Main Field fastening 1 2"o.c.
Panel Width: 26"
Panel Coverage: 24"maximum
26 GA Architectural Metal Roof panel
VICTORIAN CRIMP
MINIMUM 2 FASTENERS
AT LOCK SEAM
I CUT 112 SHINGLE
ZEATE STAGGERED
ERN
DRIAN CRIMP
GLES
I
9"EXPOSURE
w
D
w
0
A
x
w
N
Fastener.#10x 1"
Zinc Plated MTW
Pancake Head