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P-oduct AQQLaj2LMMU>Product or AD ficatiioo Search>application Us t>Application Detail
FL# FL17443-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer J A TAYLOR ROOFING
Address/Phone/Email 302 Melton.Drive
FT PIERCE,FL 34482
(772)466-4040
kylewhite228@aol.com
I
Authorized Signature Kyle Taylor
kylewhite228@aol.com
Technical Representative
Address/Phone/Email
i
Quality Assurance Representative j
Address/Phone/Email
i
Category Roofing
Subcategory Metal Roofing
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 the Locke Bowden
Evaluation Report
Florida License PE-44704
Quality Assurance Entity PRI Construction Materials Technologies,LLC
Quality Assurance Contract Expiration Date 01/23/2023
Validated By Zachary R.Priest,P.E.
9 Validation Checklist- Hardcopy Received
Certificate of Independence FL17443 R1 COI FL 17443 J A Taylor 2017 Code Eval Report with Details
RSSS.pd
Referenced Standard and Year(of Standard) Standard Year
TAS 125 2003
UL1897 2012
UL580 2006
Equivalence of Product Standards 2�3—b0ZB�
Certified By ;
REVIEWED FOR
Sections from the Code
COE COMPLIANCE
To LUCIE COUNT � � '
BOCC< ,
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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
FL# Model,Number or NameDescription
!
i 17443.1 5 V Crimp 26GA 1/2"rib height over 15/32 APA plywood 1
Limits of use Installation Instructions
Approved for use in HVHZ:No ( FLI.7443 RI II FL 17443 1 A Taylor 2017 Code Eval Relagrt
Approved for use outside HVHZ:,Yes with Details RSSS.pd
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
2,1 with 24"max,coverage Install per manufacturers detail. FL17443 RI AE FL 7443 7 A Tay!Qr-201.7 Code EvalRe[?-QA
Not for use in HVHZ. with Details RSSS.pif
Created by Independent Third Party:Yes
..............
17443.2 JVICTORIAN CRIMP SHINGLE 26GA 1/2"RIB-PANELS LOCK INTO PREVIOUS PANELS,VOVER
CDX/APA 15/32"PLYWOOD
-------------------
Limits of Use
Installation Instructions
Approved for use in HVHZ:No FL17443 R1 II FL 17443 1 A Taylor 2017 Code Eva[Rept
Approved for use outside HVHZ:Yes with.Details RSS4 pdd
i impact Resistant:N/A Verified By: Locke Bowden,P.E.49104
Design Pressure: +N/A/-105 Created by Independent Third Party:Yes
Other:-105PSF margin of safety 2:1. Install per ?Evaluation Reports,
manufacturer's details and in compliance with FBC 2017 6th FL17443 R1 AE FL 17443 A Taylor 201;Code Eval'Repr�k
ed, Not for use in HVHZ. with Details RSSS.pdf
Created by Independent Third Party:Yes y
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- Dark ':Vax1
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Contact Us::2601 Blair Stone Raad,Tallahassee Ft.37399 Phone:850-487-1824
The State of Florida is an AA/EEO employer,Qp_y b_t 2007.2013 State of Florida. Pryvdcy Statement;:Accessibiilty 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 sera electronic
mail to this entity.Instead,contact the offlce 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,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one,The emails provided may used for official communication with the licensee.However email addressesare public record,if you do not wish to supply a personal
address,please provide the Department with anemail address which can be made available to the public.To determine If you are a licensee under Chapter 455,F,S.,
please dick Lore_.
Product Approval Accepts;
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302 Milton Drive
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Fort Pierce,Fl.34.962
(772)466-4040
� a ° ® ► t ► e a 3 i q* g-' ► ► . s ►
Compliant with Florida Building Code 2017(61h ed.)
Compliant with Florida Product Approval Rule#61G20-3
Compliant Quality Assurance Program:PRI CONSTRUCTION MATERIALS TECHNOLOGY
FBC Sections:1504:3.2,1507
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MMEE= ► ...
SV Crimp thru fastened W'rib at each panel edge and 1 fastener in the center of the panel,24"net coverage,'26GA ASTM
A792;G-50,AZ55,.018,SOW min.over min.15/32"thick COX 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 sh ink
nails spaced W 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 com liant with FBC-2017 0 ed.Underlayment:See FBC 201716TH
ed.,Sec.1507 Table 1507.1.1 "*Design Pressure: . Spacing:
-69.25 PSF 16.O.C.
129.25 PSF 6"O.C.
I 02112Mi
26GA ASTM A792,G-50,AZ55,.018,SOW Victorian Crimp Shingle over 15/32"COX/APA Plywood attached to roof trusses.
Corrosion Resistant Fastener#10 x V Zincplated,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 61 ed,Underlayment:See FBC 2017 61"ed.,Sec..1507 Table 1507.1.1
Design Pressure:
** -105 PSF
"*DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2:1
Reference Data:
TEST REPORTS
Hurricane Test Laboratory(TST 1527) #0224-0501-06 TAS 125{UL SSG,-941)
PRI Construction Materials Technologies(TST 5878) #FAE-023-02-01 UL 580-0611JL 1897-041
1.UL 580-94 test standards are equivalent to UL 580-06 test standards. -
2. UL 1897-04 test standards ore equivalent to UL 1897-12 test standards.
Limitations:
1. Underlayment to be compliance with current Florida Building Code(FBC)20i7 6T"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.
3. Products are compliant with State of.Floncla product approval per Rule 61620-3. Compliance Method: 1-D
4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is all 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 61 ed.,Chapter 22 Steel,Chapter 23 Wood and.Chapterl6 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 manufacturin uting products
under this evaluation. � aO W� lop
Locke Bowden,P.E.is not owned,operated,or controlled by any company,manufacturer,or •+ tvA-1 tjc�t$iu er this
report. ��¢ `" • • '.
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5 V Crimp
Fastener-#9-15 corrosion resistant w/sealing washers
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24"coverage
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Fastener:#9 x;15 corrosion resistant with sealing washers
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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
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MINIMUM 2 FASTENERS Fastener.#10 x 1"
,-
AT LOCI{SEAM Zinc Plated MTW
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Pancake Head
FIELD CUT 112 SHINGLE
TO CREATE STAGGERED
PATTERN
� VICTORIANS CRIMP, " '; SHINGLES
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VICTORIAN CRIMP SHINGLE.....
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SCIS Home log In i User Registration 3 Hot Topics Submit Surcharge ! Stats&Facts i Publications j FBC Staff 80S Site Map Links ? Search
Honda
product Approval
USER:Public User ro
Product Approval Menu>Pmduct or Application.§earth>.Aoolication List>Application Detail
r
*' FL# FL9777-R11
Application Type Revision
Code Versiom 2017
Application on Status Approved
Comments
Archived
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo,OH 43659•
(740)404-7829
greg.keeler@owenscoming.com
I
Authorized Signature Greg Keeler
greg.keeler@owenscoming.com
Technical Representative
Address/Phone/Email
I
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
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 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
a` Validation Checklist-Hardcopy Received
Certificate of Independence FL9777 R1I COI OCRd4002.8a 2017 FBC Evaluation Report Weatherlo k
Non-HVHZ.D-df
Referenced Standard brid Year(of Standard) Standard Year
ASTM D 1970 2015
ASTM D 226 2009
ASTM G 155 2005
TAS 103 �, 1995
UL 1897 I�EY
C® PLIANCE
IEWE FOR 2012
Equivalence of Product Standards
CODE
Certified By j
ST® LUCIE C®IJNTI(
Sections from the Code cc, e COW
I !
s �
Product Approval Method Method 1 Option D
Date Submitted 10/1.1/2017
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 Weathercock G Weatherproofing Underiayment
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9777 R11 II OCR14002 8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weathercock Non-HVHZ.pdf
Impact Resistant:N/A Verified By:Zachary R. Priest 74021
Design Pressure: N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL9777 R11 AE 0CR14002 8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ pdf
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 R11 II OCR14002 8a 2017 FBC Evaluatiop$gp-(?
Approved for use outside HVHZ:Yes Weatherlock-Non-HVHZ.pdf
Impact Resistant:N/A Verified By: Zachary.R.Priest PE-74021
Design Pressure:N/A Created by Independent Third Party: Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation)Report
Weatherlock Non-HVHZ pdf
Created by Independent Third Party:Yes
9777.3 Weatherlock MAT Waterproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9777 RIJ II OCR14002 8b 2017 FBC Evaluation Report
Approved for use outside HVHZ:No Weatherlock HVHZ:pdf
Impact Resistant:N/A . Verified By: Zachary R. Priest 74021
Design Pressure:N/A Created by Independent Third Party: Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL9777 R11 AE OCR14002 8b 2017 FBC Evaluation Report
Weatherlock HVHZ.p1d I
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 8a 2017 FBC Evaluation IRenort
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.odf
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure:N/A Created by Independent Third Party:Yes.
Other:Seeevaluation report for limits of use. Evaluation Reports
FL9777 R11 AE OCR14002 8a 2017 FBC Evaluation Renort
Weatherlock Non-HVHZ.r)df
Created by Independent Third Party:Yes
9777.5 WeatherLock Metal Weatherproofing Underlayment
Limits of Use Installation Instructions
-Approved for use in HVHZ:No FL9777 R11 II 0CR14002 8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.odf
Impact Resistant:N/A Verified By: Zachary R.Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See;evaluation report for limits of use. Evaluation Reports
FL9777 1111 AE OCR14002 8a 2017 FB E4a1uation
Weatherlock Non-HVHZ.idf
_ Created by Independent Third Party:Yes
19777.6 WeatherLock Metal Weatherproofing Underlayment _--
✓ — FL9777 R11 II OCRI4002 8b 2017 FBC Evaluation
Limits of Use
Installation Instructions
Approved for use in HVHZ.Yes Report
Approved for use outside HVHZ:No Weatherlock HVHZ.Ddf
impact Resistant: N/A Verified By:Zachary R.Priest PE-74021
Design Pressure N/A Created by Independent Third Party: Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL9771 RiI AE OCR14002.8b 2017 F-(-Evaluation Report
Weatherlock HVHZ,pdf
Created by Independent Third Party: Yes
9777.7 _ Weathercock Specialty Tile&Metal Weatherproofing Underiayment
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9777 R11 :II OCR14002.8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.odf
Impact Resistant: N/A Verified By: Zachary R.Priest 74021
Design Pressure: +0/-142.5 Created by Independent Third Party: Yes
} Other:See evaluation report for limits of use. Evaluation Reports
1f FL9777 R1 AE OCR14002 8a 2017 FBC Evaluationl Report
Weatherlock Non-HVHZ.odf
-^ __ --- Created by Independent Third Party: Yes
flack NAX2 �
Contact cls r:2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do notmant 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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to;Section
45S.275(l),Florida.Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address ff they have
one.The emaiis 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,FS.,
please dick here_.
Product Approval Accepts:
Wwal NO
Bea ® i45e.
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Certificate of Authorization bur 29824
C R K17520 Edinburgh Drive
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017)
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued October 11, 2017
1 Owens Corning Parkway
Toledo,OH 43657
(800)438-7465
www.owenscorning.com
Manufacturing Location: Brentwood,NH
Houston,TX
Quality Assurance: UL LLC(QUA9625)
SCOPE
I
Category: Roofing
Subcategory: Underlayments
Code Sections: 1504.3.1, 1507-1.1
Properties: Physical properties
REFERENCES
Enti Report No. Standard Year.
PRI Construction Materials Technologies(TST5878) NEI-039-02-01 ASTM D 1970 2015 �
PRI Construction Materials Technologies(TST5878) NEI-042-02-01 REV2 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) NEI-045-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST5878) NEI-045-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) NEI-053-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST5878) NEI-053-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) NEI-093-02-02 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OCF-213-02-01 ASTM D 1623 2009
PRI Construction Materials Technologies(TST5878) OCF-237-02-01 UL 1897 2012
PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 4798 2001
PRI Construction Materials Technologies(TST5878) OCF-252-02-0.1 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OCF253-02-02 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OCF-272-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST5878) OCF-296-02-02 ICC-ES AC 188' 2012
ICC-ES AC 48 2012
PRI Construction.Materials Technologies(TST5878) OCF-297-02-01.1 ASTM D 1970 2015
ARI Construction Materials Technologies(TST5878) OCF-3,18-02-01 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OGF-320-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST5878) OCF-320-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) OCF-321-02-01 ASTM D 1623 2009
PRI Construction Materials Technologies(TST5878) OCF-322-02-01 UL 1897 2012
PRI Construction Materials Technologies(TST5878) OCF,355-02-01 UL 1897 2012
'Determined to be equivalent to ASTM D 226-09,Type I and II
I
I
0CR14002.8a FL9777-R11 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
I
i
CREEK OWENS.CORNING ROOFING AND ASPHALT LLC
WeatherLock®Self-Sealing Ice&Water Barriers
TECHNICAL,SERVICES, LLC
PRODUCT DESCRIPTION AND LIMITS OF USE
WeatherLock@ G WeatherLock@ G is an ASTM D 1970 self-adhesive underlayment constructed from SBS
(Brentwood,NH) modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The
product is supplied in 2-sq.rolls with nominal dimensions of 3-ft.x 66.7-ft.
WeatherLock@ G is permitted to be lused.as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
WeatherLock@ Mat WeatherLock@ Mat is an ASTM D 1970 self-adhesive underlayment constructed from
(Brentwood,NH or SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
Houston, 7X) sq.rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq.rolls with nominal dimensions
of 3-ft x 66.7-ft.
WeatherLock@ Mat is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
WeatherLock@)Metal WeatherLock@ Metal is an ASTM D 1970 self-adhesive undedayment constructed from
(Brentwood,NH) SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The
product is supplied in 2.0 sq.rolls with nominal dimensions of 3-ft x 66.7-ft.
WeatherLock@ Metal is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shall be limited to a
maximum 90 days.
WeatherLock@ WeatherLock@ Specialty Tile &.Metal is an ASTM D 1970 self-adhesive underlayment
Specialty Tile&Metal constructed from SBS modified asphalt and surfaced with a non-woven polyester fabric.
(Brentwood,NH or
Houston, 7X) The product is supplied in 2.14 sq.rolls with nominal dimensions of 3-ft x 71.3-ft.
WeatherLock@ Specialty Tile & Metal is permitted to be used as prescribed in. FBC
Section 1507.1.1. WeatherLock@ Specialty Tile& Metal isl permitted to be used with
adhered clay or concrete the roofing using either ICP Adhesives Polyset AH-160 (ICP
Adhesives and Sealants, Inc.)or TILE BONDTm Roof Tile Adhesive(The Dow Chemical
Company). Exposure on the roof deck shall be limited to a maximum m 90 days.
The maximum roof slope shall be 6:12 when used with clay or concrete tile installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack.
WeatherLock@ G(High WeatherLock@ G(High Tear)is a self-adhered,underlayment used as an alternative to
Tear). ASTM D 226,Type I or Type II roofing felt and ASTM D 1970 self-adhering polymer
(Houston. M modified bitumen underlayment. The underiayinent is composed of SBS modified
asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The
product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal
dimensions of 3-ft x 65-ft.
WeatherLock@ G (High Tear) is permitted to be used as prescribed in FBC Section
1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be
limited to a maximum 30 days.
OCR14002.8a FI9777-R11 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not
specifically addressed herein.
.y
CREEK
OWENS CORNING ROOFING AND ASPHALT LLC
V L� K WeatherLock@ Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES,LLC
PRODUCT APPLICATION
' Min. Roof Slope: 2:12 in accordance with the FBC -
Application: All underlayments shall be installed in accordance with the FBC.
Deck substrates shall be clean, dry, and free from any irregularities and debris. All
fasteners in the deck shall be checked for protrusion and corrected prior to underlayment
application. Prior to beginning installation, the undedayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The underlayment shall be installed with the release backer removed and pressed firmly
into place to ensure complete contact with the deck.The underlayment shall be installed
with the roll length parallel to the eave, starting at the eave, and with minimum 3"side
laps and minimum 6"end laps staggered min.6-ft.from.preceding course. Additionally,if
applying WeatherLock@ Specialty Tile 8 Metal, end laps shall be primed with ASTM D
41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width
of the lap.
It is permissible to back nail the underlayment 12-inches on-center as.needed(nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
underlayment). Additionally,WeatherLock@ Specialty Tile&. Metal shall be back nailed
when installed on roof slopes greater than 3:12.
Min.Application 40°F;Contact the manufacturer when installing at temperatures below the minimum
Temperature: application temperature.
i
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
Undedayment System No.1 —Weathert-ock Specialty Tile&Metal Only
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c.
Undedayment: Weatherl-ock® Specialty Tile & Metal shall be applied in accordance with
manufacturer's installation instructions to the fastened deck and backnailed along the
selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through
optionally primed, 32ga. k 1-5/8-inch 0 tin caps spaced 12" o.c. The applied
underlayment shall be rolled with a minimum 751b steel roller immediately following
application.
Maximum Design -142.5 psf
Pressure:
OCR14002.8a FL9777-R11 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed heiein.
I
CREEK
OWENS CORNING ROOFING AND ASPHALT LLC
C �L••aa WeatherLock®Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES,LLC i
GENERAL LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the-more restrictive and FBC
compliant installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.
5). The space under the deck.area shall be properly ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The underlayment may be used asdescribedin other current FBC product approval documents.
8) Design wind load pressures shall be determined for components and cladding in accordance with FBC
1609.
9) The roof deck shall be designed by others,in accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
10) Maximum Design Pressures for a given underiayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 6"'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
v���itu�trtrr�
i'v.s€. s�.,� 2017.10.11
No 74021 "09:06:29
r r
-�- -0400'
p STATE OF :41:
�,�'•,.� y..; �.`. Zachary R.Priest,P.E.
iii '• O R 1 V.. �N�.` Florida Registration No.74021
% Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing.
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest,P.E. does not have,nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
OCR14002.8a FL9777-R11 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report.is valid.
This evaluation report does;not express nor imply warranty,installation,recommended use, or other product attributes that are not
specifically addressed he rein.
I