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FL #
FL17443-RI
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR CO N E
REVIEWED BY t4
DATE REcErvrct
PLANS AND PERMIT MUST S E KrPT ON JOE
MAD
SITE OR MR 114SP[W O
Pilmlitting Department
St. Wde county
Product Manufacturer
1 A TAYLOR ROOFING
CONCEALED FASTENERS OR ATTACHMENTS
Address/Phone/Email
302 Melton Drive
Fr PIERCE, FFl- 34982
ARE THE RESPONSIBILITY OF THE
kylewhite228@aofcom
kylew ite228@
CONTRACTOR OF RECORD,
Authorized Signature
Kyle Taylor
kylewhite228@aol.com
THESE PLANS AND ALL PROPOSED WORK
ARE SUaiECTTO ANY CORRECTIONS
Technical Representative
REQUIRED BY FIELD INSPECTORS Mt
Address/Phone/Email
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE COMA,
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Roofing
Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
' Evaluation Report - Hardcopy Received
SCANNED
Florida Engineer or Architect Name who developed the Locke Bowden
Evaluation Report BY
Florida License PE-49704 St. Lucie County
Quality Assurance Entity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 01/23/2023
Validated By Zachary R. Priest, P.E.
,o Validation Checklist - Hardcopy Received
Certificate of Independence FL17443 RI COI FL 17443 3 A TaYior 2017 Cade Eval Reoart with Deta I
RSSS,pd
Referenced Standard and Year (of Standard) Standard Year
TAS 125 2003
UL 1897 2012
UL580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
'a
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
FL # Model, Number or Name Description
_.__.__umber_,..._._____.._...--{ -
17443.1 5 V Crimp 26GA 1/2" rib height over 15/32" APA plywood
Limits of Use
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" o.c. -69.25 016" o.c. margin of safety
2:1 with 24" max. coverage Install per manufacturers detail.
Not for use in HVHZ.
Installation Instructions
EL17443 R1 II FL 17443 7 A Taylor 2017 Code Evai Report
w th Details RSSS pd
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
I Created by Independent Third Party: Yes
17443.2 VICTORIAN CRIMP SHINGLE 126GA 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
Impact Resistant: N/A
Design Pressure: +N/A/-305
Other:-IOSPSF margin of safety 2:1. Install per
manufacturer's details and in compliance with FBC 2017 6th
ed. Not for use in HVHZ.
Installation Instructions
FL17443 RI 11 FL 17443 3 A Taylor 2017 Code Eval Repor
w'th Deta'1s RSSS.pd
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17443 RI AE FL 17443 3 A Taylor 2017 Code Eval RepcI t
with Details RSSS.pdf
Created by Independent Third Party: Yes
Contact U5 :: 2601 Blair Stone Road Tallahassee R 32399 Piton, 850-487-1824
The State a Fionda is anAA/EEO emplOyea,{ygylJgttt 20W 2o135kateof flodtla. :: EL=yStatement ;: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 D'tolic-records request, do not send electronic
mall to this entity. Instead, contact Me 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 ficensees licensed under chapter 455, F.S. must provide the Department with an email address it they have
one. The emads provided may be used far oradel communication with the licensee. However email addresses are public record. if you do Trot wish to supply a personal
address, please provide the Department win an email address which can be made available to Me public. To determine if you are a hcensee under chapter 455, F.S.,
please dick here .
Product Approval Accepts:
® 19 ® n M
fi&ur trm PTIiior 'i
Fort Pierce, FL 34962
(772)466-4040
Compliant with Florida Building Code 2017 (61 ed.)
Compliant with Florida Product Approval Rule N 61G20.3
Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY
FBC Sections: 1504.3.2, 1507
SV Crimp thru fastened Yf' rib at each panel edge and 1 fastener in the center of the panel, 24" net coverage, 26GA ASTM
A79Z G-50, AZ55, .016, SOksi min. over min:15/32" thick CDX plywood deck. Corrosion Resistant fastener p9-15 HWH with
sealing washers, metal to wood connections with fastener length to penetrate 5/16" thru substrate. Fasten along the down
of the nb in the center of panel and along the lap. First fastener to be within 3" of panel edges. Min. 8Dx2" annular ring shank
nails spaced 6" O.C. reroofing, with less than 19/32" plywood (min. IS/32")„this attachment is to be used in addition to
existing. attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2017 6TM ed. Underiayment: See FBC 2017 6TM
ed., Sec 1507 Table 1507.1.1 "Design Pressure
:
Spacing:
-69.25 PSF
16" O.C.
129.25 PSF
6" O.C.
266A ASTM A792, G-50, AZ55,_018, SUksi Victorian Crimp Shingle over 15/3Z" COX/APA Plywood attached to roof trusses.
Corrosion Resistant Fastener #10 x 1" 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 2:22 or greater and shall be
compliant with FBC 2017 61" ed. Underiaymentt See FBC 2017 6T" ad., Sea 1507 Table 4S07.1.1
••Desi n105 Pressure:
PSF
Reference Data:
TEST REPORTS
Hurricane Test Laboratory (TST-3527) g0224-0501-06 TAS 125 (UL SM942)
PRI ConstructionMaterialsTechnologies (T5T-5878) #FAE-023-02-01 UL S80.06/UL 1897-042
1. UL 580-94 test standardsare equivalent to UL 580.06 test standards. _
2. UL 1897-04 test standards are eauivalent to UL 1897-12 test standards.
1. Underlayment to becompliance with current Florida Building Code (FBC)2017 6T".ed..see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 61" ed., and per with Manufacturer's installation reference.
3. Products are compliant with State of Florida product approval per Rule 6IG20-3. 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/FBC2017 6h ed., Chapter 22 Steel,Chapter 23 Wood and Chapter 16 Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
Certificate of Independence:
Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturl%?f,(fijJV wting products
under this evaluation. sc>>st Bo�Y/,}r�rrrr^rr,
Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or 4 w tTi ttAt#r this
report. _ `.`?, �Gim •... �b
No•
S1� . P
FLOR��
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 1/2 SHINGLE
3EATE STAGGERED
ERN
DRIAN CRIMP
GLES
9"EXPOSURE
FastenertlOX 1"
Zinc Plated MTW
Pancake Head
# A , � • *1:i I II a • qt, .''i± , a ,SYx Ail:
MS i tame ln9 In 1 User Registration Hot Topic Subm10 SurNarge ' Stats A raus i Publications I ret Staff CT5 Site Units Search
dbpr ard` ° Product Approval
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Product AvDmyal Menu > PrtMu¢ Or ADOHMt' Saarch > Application Ust > Application aetall
FL ft
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
FL9777-Rll
Revision
2017
Approved
Owens Coming
One Owens Coming Parkway
Toledo, OH 43659
(740)404-7829
greg.keeler@owensconning.com
Greg Keeler
greg. keeler@owenscoming. mm
Roofing
Undedayments
SCANNED
BY
St. Lucie County
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
J 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 LLC
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Locke Bowden
IC Validation Checklist - Hardcepy Received
Certificate of Independence FL9777 R11 COI OCR34002 8a 2017 F8C Evaluation Report Wath d k
Non•HVHZ.odf
Referenced Standard and Year (of Standard) Standard Vear
ASTM D 1970 2015
ASTM D 226 2009
ASTM G 155 2005
TAS 103 1995
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
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
Summary of Products
FL #
Model, Number or Name
Description
9777.1
Weatherlock G
Weatherproofing Undedayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved foruse outside HVHZ: Yes
FL9777 RIl II OCR14002 8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ odf
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Report
Weatheriock Non-HVHZ pd1
Created by Independent Third Party: Yes
9777.2 Weatherlock G (High Tear)
Weatherproofing Undedayment
Limits of Use
Installation Instructions �y
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 RII II OCR14002 82.2917 EBC EyaluatioajWport
Weatherlock Non-HVHZ.Ddf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 Fill AE OCR140D2.8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ odf
Created by Independent Third Party: Yes
9777.3 Weatherlock MAT
Waterproofing Undedayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: No
FL9777 R11 11 OCR14002 8b 2017 FBC Evaluation Report
Weatherlock HVHZDdf
Impact Resistant: N/A
Design Pressure: N/A
Other. See evaluation report for limits of use.
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 Ell AE OCR14002 8h 2017 FBC Evaluation Reno
Weatherlock HVHZ.pdf
Created by Independent Third Party: Yes
977Z4
Weatherlock MAT
Waterproofing Underiayment�
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL9777 R11 II OCR14002 8a 2017 FB - Evaluation Reno
Approved for use outside HVHZ: Yes
Weatherlock Non-HVHZDdf
Impact Resistant: N/A
Design Pressure: NIA
Other: See evaluation report for limits of use.
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
f 9777 Ri t AE QCR14Q92 8a 2017 FBC Evaluafign Report
Weathed k Non-HVHZ odf
Created by Independent Third Party: Yes
�y
9777
Weatherlock Metal
Weatherproofing Undedayment
Limits of Use
.Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
EL2Z77 Ri 1 11 O R1400 a= ZJQJZ Far Evaluation geport
Weatherlock Non-HVHZ odf
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 Rll AE OCR14002 8a 2017 FBC Evaluation Report
Weatherlock Nan-HVHZ:pdf
Created by Independent Third Party: Yes
9777.6 Weatherlock Metal
Weatherproofing Undedayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: No
FL9777 R11 II OCR14002 8b 2017 Far Evaluation Report
Weatherlock HVHZ odf
Impact Resistant: N/A
Design Pressure: N/A
Other. See evaluation report for limits of use.
9777.7
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
Weatherl-ock Specialty Tile & Metal I Weatherproofing Underlayment
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +0/-142.5
Other: See evaluation report for limits of use.
Party: Yes
Installation Instructions
FL9777 RII II CCR14002,8a 2017 FBC Evaluation Report
Weathedock Non-HVHZ.Ddf
Verified By: Zachary R. Priest 74021
Created by Independent Third. Party: Yes
Evaluation Reports
FL9777 RI AE OCR14002.8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.Ddf
Created by Independent Third Party: Yes
contact Us :: 2601 Blair Stone Road. Tallahassee 1132399 Phone- 850-487-1624
The State of Florida Is an AA/EW employer. copyright 2007.2013 state of Mg dda.:: Privacy, Statement :: Accesslbilifv Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do net want your e-mail address released In response to a W WlerecoNs reduest, do not send electronic
and to thk entity. Instead, contact the office by phone or by traditional mail, if you have any euesdons, please contact 850.487.1395. `Pursuant W Section
455.275(1), Morse 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 emits provided may be used for official communication with the licensee. However email addresses are public retard. If you do not wish to supply a personal
address, please provide the Department each an email address which can be made available to the public. To determine If you are a licensee under Chapter 4S5, F.S.,
please dick here .
Product Approval Accepts:
® ® ® Kq
�i fil`l'CIYITtl3N'DIt1C-C