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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
FL37443-R1
Revision
2017
Approved
I A TAYLOR ROOFING
302 Melton Drive
FT PIERCE, FL 34982
(772)466-4040
kylewhite228@aol.com
Kyle Taylor
kylewhite228@aol.com
s nsFNiA xosllV . vao3Y�M;w . .:..: ,
RFcft fD
DEC
j 2818
Perrnitt.
St. C09 Ucle County e0t
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
Iv1AY BE NECESSARY IN ORDER COMPLY WITH ALL APPLICABLE CODES.
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
" Evaluation Report - Hardcwpy Received
Florida Engineer or Architect Name who developed the Locke 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.
Validation Checklist - Hardcopy Received
Certificate of Independence FL17443 RI COI FL 17443 1 A Taylor 2017 [ode E al Reo rt with Details
RSSS.pdf
Referenced Standard and Year (of Standard) Standard
TAB 125
UL 1897
L�ulseo
Equivalence of Product Standards %/ ��IA'�'-'
Certified By ST. LUCIE COUNTY BU DIN ION
REVIEWED FOR COMPLIANCE
Sections from the Code REVIEWaD.BY / /1
Year
2003
2012
2006
PLANS AND'PERMIT MUST BE KEPYOX JOB
SITE OR NO INSPECTIONS) WI MADE
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 or Products
FL tF
Model, Number or Name
Description M�
i 17443.1
5 V Crimp _
26GA 1/2" rib height over 15132" APA plywood
Limits of Use
Installation Instructions.
Approved for use in HVHZ: No
FL17443 RI II FL 17443 I A Taylor 2017 Code
Eval Report
with Details RSSS pdf
Approved for use outside HVHZ: Yes
Impact Resistant:. N/A
Verified By: Locke Bowden, P.E. 49704
!
Design Pressure: +N/A/-129.25
Created by Independent Third Party: Yes
Other:-129.25 @ 6" o.c. -69.25 @16" o.c. margin of safety
Evaluation Reports
12:1 with 240 max. coverage Install per manufacturers detail.
FL17443 R1 AE FL 17443 J A Taylor 2 0 7 Code
Eval ReppL1
Not for use in HVHZ.
.with Details 11555.p ff
Created by Independent Third Party: Yes
117443.2 VICTORIAN CRIMP SHINGLE
26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER
--
COX/APA 15/32" PLYWOOD
T.
Limits of Use
Installation Instructions -------_—�_
Approved for use In HVHZ: No
FL17443 RI 11 FL 17443 J A Taylor 2017 Code
Eval Reop$
Approved for use outside HVHZ: Yes
with Details R« .pdf
I Impact Resistant: N/A
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/-105
Created by Independent Third Party: Yes
Other:-SOSPSF margin of safety 2:1. Install per
Evaluation Reports
manufacturer's details and In compliance with FBC 2017 6th
FL17443 RI AE FL 17443 I A Taylor 2017 Code
Eyal RepDIt
ed, Not for use In HVHZ.
with Details RSSS pd
Created by Independent Third Party: Yes
j
flock treat
Contact US :: 2601 Blair hone Road. Tallahassee FL 32399 Phone: $50,487-1824
The state of Monica Is an A VEEO employer. Coninnaht 2007201 t to of n did :: Pdvacv ct»"..,".0 :: ACcessibirp, Statement :: afford Statement
Under Florida law, small addresses are public records. If you do not want your e-mail address released in rezpome. a xibllo-records request, do not send electronic
mail . this entity. Instead, contact Ole office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'pursuant to section
455.215(1), Florida statutes, effective October 1, 2012, littn.es licensed under Chapter 455, F.S. must previdel the Department with an email address If they have
one. The mails 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 (mall address which can be made available to Me public. To determine If you are a licensee under Chapter 4S5, IFS.,
plea. oft, here .
Product Approvd Acdeptar
MIUME M
Credit Card
Safe
Fort. Pierce, FL 34962
(772)466-4040
Compliant with Florida Building Code 2017 (V ed.)
Compliant with Florida Product Approval Rule 4 61G203
Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY
FBC Sections: 1504.3.2,1507
SV'Crimp thru fastened K" rib at each panel edge and 1 fastener In the center of the panel, 24" net coverage, 26GA ASTM
A79Z G-50, AZ5S, .018, 50ksi min. over min.15/32" thick CDX plywood deck. Corrosion Resistant fastener p9-15 H WH 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. 8Dx2" annular ring shank
nails spaced G" O.C. reroofing, with less than 19/32' plywood (min.1S/32"), this attachment is to be used in addition to .
existing attachment. Deck slope 2:12 or greater and shall be compliant with FBC 2027 6TM ed. Underayment: See FBC 2017 6TM
ed, Sec 1507 Table 1507.1.1 •"Design Pressure: Spacing:
.
129.25 PSF
6" O.C.
26GA ASTM A79Z G-50, AZ55, .018, SOW Victorian Crimp Shingle over 15/32" CDX/APA Plywood attached to roof trusses.
Corrosion Resistant fastener #10 x 1" Zinc plated, MTW Pancake Head, Installed at 2per 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 6" ed. Underlayment: See FBC 2027 6TM ed., Sec.1507 Table..1507.1.1
••Oesi n Pressure:
SOS PSF
Z:2
Reference Data:
TEST REPORTS
Hurricane Test Laboratory (TST-1527) 80224-0501-06 TAS 125,(UL 580.941)
PRI Construction Materials Technologies (TST-5878) #FAE-023.02-01 UL 580-06/UL 1897-04r
1. UL 580-94 teststandords-are equivalent to UL 580.06 test standards.
2. UL 1897-04 test standards are equivalent to UL 1897-12 test standards.
umnations:
1. Underlayment to be compliance with current Florida Building Code.(FBC)2017 61H ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 611 ed., and per with Manufacturer's installation reference.
Y 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. Supportframing in compliance w/FBC2017 a 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 manufacturI%?f,#J1;VPuting products
under this evaluation. `Opt BQ�/n/�frrrrrr
Locke Bowden, P.E. is not owned, operated, or controlled by any company, manufacturer, or s i groat uAder this
report.
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 I 2"o.c.
Panel Width: 26"
Panel Coverage: 24"maximum
26 GA Architectural Metal Roof panel
VICTORIAN CRIMP
MINIMUM 2 FASTENERS
ATLOCKSEAM
) CUT 112 SHINGLE
REATE STAGGERED
ERN(
ORIAN CRIMP
GLES
9"EXPOSURE
Fastener.#10x 1"
Zinc Plated MTW
Pancake Head
-
1 3
t a '•e f
MS Rome I Us In 1 User Rnistration ' Mot Took& Submit Suxbarye Stats 6 Facts pvareauons FBC star acas site Map .' Uln ! ,Searcy �
bp
03�
x ProductAPProvalr USER: Public User FILE pPeaoeaP
��Z1
PmduAoarnval Menu > u 0eppigpList >AlR�"y,Y
Fl FL9777-R11 0FC
O
I
Application Type Revision Per 87�)
n 2017
ApplicationStatusApproved S Ple
Codli6V 86'A ryem of
6/
� �9 y
Comments 2
Archived ; I
Product Manufacturer Owens Corning �R
Address/Phone/Email One Owens Coming Parkway :4
Toledo, OH 43659
(740) 404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@oweriscoming.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Undedayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
G 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
f: Validation Checklist - Hardeopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Standard Year
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
FLNumber
or Name
Description
9777.1
Weatherlock G
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
FL9777 RII II OCR14002 8a 2017 FBC Evaluation Report
Weatherlock Nan-HVHZ odf
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 OCR14002 8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ odf
Created by Independent Third Party: Yes
9777.2
Weatherlock G (High Tear)
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL9777 Rii II OCRI4002 8a 2017 FBC Evaluation Report
Approved for use outside HVHZ: Yes
Weatherlock Non-HVHZ.pdf
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 0CR14002 8a 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
FL9777 Rli II 0CR14002 8b 2017 FBC Evaluation Report
Weatherlock HVHZ.odf
Approved for use outside HVHZ: No
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 OCR14QQ2,8b 2017 FBC valuation Report
Weatherlock
HVHZ.pdf
Created by Independent Third Party: Yes
9777.4
Weathedock MAT
Waterproofing Underlayment
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL9777 Rll II OCR14007 8a 2017 FBC Evaluation Rene
Approved for use outside HVHZ: Yes
Weatherlock Non-HVHZ.pdf
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 OCRI4002.8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ odf
Created by Independent Third Party: Yes
9777.5
WeatherLpck Metal
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL9777 R11 It OCR14007 ea 207 FBC val ati n Report
Approved for use outside HVHZ: Yes
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 RIl AE OCR14002 Ba 2017 FBC Evaluation Report
Weatherlock Non-HVHZ odf
Created by Independent Third Party: Yes
9777.6
Weatherlock Metal
Weatherproofing Underlayment
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: No
.Installation Instructions
FL9777 R11 II OCR14002 Bb 2017 Fe val anon R =part
Weatherlock HVHZodf
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
FL9777 R11 AE OCR14002.8b 2017 FBC Evaluation Report
W eatherlock. H VHZ. odf
Created by Independent Third Party: Yes
WeatherLock Specialty Tile lit 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.
Installation Instructions
FL9777 R11 lI OCR14002.8a 2017. FBC Evaluation Report
Weathedotk Non-HVHZ.odF
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
pack Next
Party: Yes
Conrad U_ :: 2601 Blair stone Road. Tallahassee FL 32399 phone, 650-487-1824
The State of Florida IS an AA/EEO employer. Convdaht 2007-2013 State of Florida :: Privacv Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic
mall to M entity. Instead, contact the once by phone or by traditional mat. If you have any questions, please mud 850.487.1395. •Pursuant to section
455.275(1), Florida statutes, effective Odeber 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:
rM IN ® E9 Em
�Ci❑I'li1>U'1'k IBA`