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BY
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FL #
- FL9777-R11-
- St. LUOIf3 Cour)ty
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance. Method
.0
Owens Coming
One Owens Corning Parkway
Toledo, OH 43659
(740)404-7829
greg. keeler@owenscoming.com
Greg Keeler
g reg.keeler@owenscoming. com
FOR
CD®E
Roofing V ��• �� OCC
M
Undedayments
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
t" Validation Checklist • Hardcopy Received
Certificate of Independence FL9777 R31 COI OCR34002.8a 2017 FBC Evaluation Report Weatherlock
Non-HVHZ.udf
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 30/11/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/12/2017
Summary of Products
- -
FL #
Model, Number or Name
Description
9777.1
Weathedock G
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL9777 R11 II OCR14002 8a 2017 FBC Evaluation Report
Weathedock 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
I
FL9777 R11 AE OCR14002 ea 2017 FBC Evaluation Reoort
Weathedock Non-HVHZ pdf
Created by Independent Third Party: Yes
9777.2
Weathe,Lock G (High Tear)
Weatherproofing Underlayment
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
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Weathedock Non-HVHZ.pdf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 1111 AE OCR14002 8a 2017 FBC Evaluation Report
WWeatherlock Non-HVHZ
odf
Created by Independent Third Party: Yes
9777.3
Weatherock MAT
Waterproofing Underlayment
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL9777 RI I II OCRI4002 8b 2017 FBC Evaluation Report
Approved for use outside HVHZ: No
Weatherock 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 1111 AE OCRI4002.8b 2017 FBC Evaluation Report
Weatheriack 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 R11 II OCR14002 8a 2017 FBC Evaluation Repo
Weatherock Non-HVHZ.ndf
Approved for use outside HVHZ: Yes
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 RIl AE OCR14002 8a 2017 FBC Evaluation Report
Weather) ck'Non-HVHZ odf
Created by Independent Third Party: Yes
9777.5
Weathertock Metal
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
FL9777 RI I IT OCR14002 8a 2017 FBC Evaluation Report
Weathedock Non-HVH2.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 RSI AE OCR14007 Sa 2017 FBC Evaluation Report
Weatherock Non-HVHZ.odf
Created by Independent Third Party: Yes
977Z.6
Weatherl-ock Metal
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: No
FL9777 RI II OCR14002 8b 2017 FBC Evaluation Report
Wul;b rlo k HVH pdf
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
9777.7 Weatherl-ock Specialty Tile & Metal
Limits of Use
Approved for use In HVHZ: No
Approved for use outsideHVHZ: Yes
Impact Resistant: N/A
Design Pressure: +0/-142.5
Other: See evaluation report for-limitsofuse.
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Third Party: Yes
Underlayment
Installation Instructions
FL9777 RIS II CCR14002 Ba 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.odf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluatl_on Reports
FL9777 Rll AB OCRI4002:8a2017 FBC Evaluation Report
Weatherlock Non-HVH7.odf
Created by Independent Third Party: Yes
Dart Next
Contact Us :: 2601 Blair Stone Road. Tallahassee & 32399 phone: 850-4W-1814
The State of Florida Is an AA/EEO employer, Coovrloht 2007.2013 State of Florida.:: %Waco Sh tement :: Accessibility statemenC :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public-mords request, do not send electronic
mail to this entity. Instead, contact the office by phone or by tradalonai mal. If you have any questions, please mntact 850.487.1395. *Pursuant td Section
455.275(1), Florida statutes, effective Odcher 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an emall address if they have
one. The emits provided may be used for official communication with the licensee. However email addresses are public record. If you do ran wish to supply a personal
address, please provide the Department with an email address which on be made avallabie to the public. To determine if you are a licensee under chapter 455, F.S.,
please dick lam.
product Approval Accepts:
rM gm WN
Si: @lIi`I l t'DI bTitl C$
CREED
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Certificate of Authorization No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING
Manufacturer:
OWENS CORNING ROOFING AND ASPHALT LLC
1 Owens Coming Parkway
Toledo,_0_H-4365_7_
(800)438-7465
www.owenscorning.com
Manufacturing Location:
Brentwood, NH
Houston, TX
Quality Assurance:
UL LLC (QUA9625)
SCOPE
Category:
Roofing
Subcategory:
Underlaymenls
Code Sections:
1504.3.1, 1507.1.1
Properties:
Physical properties
REFERENCES
6Te EDITION (2017)
Issued October 11, 2017
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
MaterialsTechnologies(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
2016
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-252-02-01
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF-253-02-02
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
[CC -ES AC 48
2012
PRI Construction
Materials Technologies (TST5878)
OCF-297-02-01.1
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OCF318-02-01
ASTM D 1970
2015
PRI Construction
Materials Technologies (TST5878)
OGF320.02-01
TAS 103
1995
PRI Construction
Materials Technologies (TST5878)
OGF-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 11
This evaluation report is provided for State of Florida product approval under Rule 81 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout theduration 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.
CREEK OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock®-SelfSealing ice & Water Barriers
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AND LIMITS OF USE
WeatherLock® G WeatherLock® G is an ASTM D 1970 self-adhesive undedayment constructed from SIBS
(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 used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings Exposure ontheroof deck shall be limited to a
maximum 30 days.
WeatherLock® Mat
WeatherLock® Mat is an ASTM D 1970 self-adhesive undedayment constructed from
(Brentwood, NH or
SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
Houston, 7O
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.
WeatherLockO
WealherLockO Specialty Tile & Metal is an ASTM D 1970 self-adhesive undedayment
Specialty Tile B Metal
constructed from SBS modified asphalt and surfaced with a non -woven polyester fabric.
(Brentwood, NH or
The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft.
Houston, TA?
WeatherLock® Specialty Tile & Metal is permitted to be used as prescribed in FBC
Section 1507.1.1. WeatherLock® Specialty Tile & Metal is permitted to be used with
adhered clay or concrete tile roofing using either ICP Adhesives Polyset AH-160. (ICP
Adhesives and Sealants, Inc.) or TILE BONDrm Roof Tile Adhesive (The Dow Chemical
Company). Exposure on the roof deck shall be limited to a maximum 90 days.
The maximum roof slope shall be 6:12 when used with day 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, undedayment used as an alternative to
Tear)
ASTM D 226, Type I or Type If roofing felt and ASTM D 1970 self -adhering polymer
(Houston, 7X)
modified bitumen undedayment The undedayment is composed of SBS modified
asphalt with a fiberglass mat intemal reinforcement and issurfaced 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.
2 of4
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.
CREEK
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLockan Self -Seating Ice & Water Barriers
Min. Roof Slope: 2:12 in accordance with the FBC
Application: All undedayments 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 forprotrusion_and corrected prior to undedayment
application. Prior to beginning Installation, ,the undedayment shall be uniolled and
allowed to relax for a minimum of 3-5 minutes.
The undedayment shall be installed with the release backer removed and pressed firmly
Into place to ensure complete contact with the deck. The undedayment 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 & 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 undedayment 12-inches on -center as needed (nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
undedayment). Additionally, Weatherl-ock® 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.
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9
Underiayment System No.1— Weatherl-ock Specialty Tile & Metal Only
Roof Deck: Min. 15/32-inch COX plywood attached to wood supports spaced a maximum 24" o.c.
Undedayment: WeatherLock® 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. x 1-5/8-inch 0 tin caps spaced 12" o.c. The applied
undedayment shall be rolled with a minimum 751b steel roller immediately following
application.
Maximum Design -142.5 psf
Pressure:
OCR14002.8a
FL9777-Rll
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.
CREEK
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS
OWENS CORNING ROOFING AND ASPHALT LLC
Weatherl-ockO Self -Sealing Ice & Water Barriers
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 manufacturers 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 deckareashall be property ventilated in accordance with the FBC-requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The undedayment may be used as described in 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 underlayment 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 & Edition (2017) as evidenced In the referenced documents submitted by the named manufacturer.
............ R'I
%CENSF':s��:
No 74021
STATE OF :��/
.�Ct�'.LOg1p• ���
��sS/ONA� rcC3`.
CERTIFICATION OF INDEPENDENCE
2017.10.1
09:06:29
04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
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
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 productchanges 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
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SCIS Home Log to 1 User neguraiion Hot Tnpics i Sub,,, 5utcharge i Sun & Facts NblmaGo YYns FBC Stan SCIS SIM Map I links Search
d0pr a'�ri Product Approval
,Y USER:PvElic User
SCANNED
PrgQ{r:�j,rjpomval Mn s WoduR or Anclicrtinn 5eareh > ApWkation ❑st> ADVlioedon Detail
BY
- FL t Fu7aa3_R1 �A . �� 5t. Lucie County
Application Type Revision
Code Version 2017 �b9s tl
Application Status Approved rN�p to
a
G7
Comments O*f
Archived ,
Product Manufacturer I A TAYLOR ROOFING F
Address/Phone/Email 302 Melton Drive �m-7
FT PIERCE, FL 34982
(772)466-4040 V
kylewhite228Cmaol.com _�,[iLT —
�•le �
Authorized Signature Kyle Taylor 1
kylewh ite228@aol.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
REVIEWE®LANCE
CODE COMP
ET. LUCIE COUWY
gOCC
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 developed the Locke Bowden
Evaluation Report
Florida License
PE-49704
Quality Assurance Entity
PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expimtbn Date
01/23/2023
Validated By
Zachary R. Priest, P.E.
'I Validation Checklist - Hardcopy Received
Certificate of Independence
tllf_►Y•:lt�liCib]. t e - ... t . � .
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
NO
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 it Model, Number or Name
Description
t 17443.1 5_V Comp
26GA 1/2" rib height over 15/32" APA plywood
I
Limits of Use
Installation Instructions
1
Approved for use in HVHZ: No
I FL17443 Rl II FL 17443 3 A Taylor 7.017 Code
Eval Report
Approved for use outside HVHZ: Yes
with D taih RS S p
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 AIF FL 17443 3 A Taylor 017 Code
Eval Rep,411
Not for use in HVHZ.
with Details RSSS.p,Q(
Created by Independent Third Party: Yes
117443.2 VIC70RIAN CRIMP SHINGLE
26GA 1/2" RIB- PANELS LOCK INTO PREVIOUS PANELS; OVER
CD)t/APA 15/32" PLYWOOD
of Use
'Installation Instructions
iLimits
Approved for use in HVHZ: No
FL17443 RI II FL 17443 3 A Taylor 2017 Code
Eval Rep=
Approved for use outside HVHZ: Yes
with Details RSCS pd
Impact Resistant: N/A
Verified By: Locke Bowden, P.E. 49704
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
FL 7443 RI AE FL 17443 1 A Taylor 2017 Code
Eval Repor
ed. Not for use In HVHZ.
I
with Details RSSS.p�f
I
—
Created by Independent Third Party: Yes
Contact Us :: 2W1 81atr Stone Rdad Tallahassee FL 32399 Phone, 658-487-t824
The. State of Florida Is an AA/EEO employer. sygygght 20m•2a13 State at Fl rids :: EdtW Statement :: Acce11b111ty Statement :: gefand Stat,
Under Rasa law, small addresses are public records. If you do not want your 0-mall address released in response is is put111Mecards mucat, do not Send electronic
Mail to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.3395. •Pursuant to Section
455.275(1), Florida statutes, effective October 1, 2012,iicensees runsed under Chapter 455, F.S. must pmvide the leeparnnent with an email address if they have
one. The emails provided may be used for official communication with the licensee. However mall addresses are public record. If you do. not wish to supply a personal
address, please provide the Department with an mail address which can be made avallaNe to the public. To determine If you are a licensee under Chapter 455, F.S.,
Product Approval Accepts:
r—MROMEEM
giacurit,ill%twrules
Fort Pierce, FL 34962
(772) 466-4040
Compliant with Florida Building Code 2017 (6' ed.)
Compliant with Florida Product Approval Rule 0 61G20-3
Compliant Quality Assurance Program: PRI CONSTRUCTION MATERIALS TECHNOLOGY
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, SOksi min. over min.15/320 thick COX plywood deck. Corrosion Resistant fastener p9-15 H W H 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 6" A.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 cam lion with FBC 2017 6TM ed. Underiayment: See F8C 2017 6TM
ed., Sec 1507 Table 1S07.1.1 -
[!Ses,nPresure:spacing:9.25 PSF
16" O.C-
-129.25 PSF
6" O.C.
26GA ASTM A792, G-50, A255, .018, SOksi Victorian Crimp Shingle over 15/32" CDX/APA Plywood attached to roof trusses,
Corrosion Resistant Fastener 410 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 2:12 or greater and shall be
compliant with FBC 2017 0 ed. Underlayment: See FBC 2017 61"ed., Sec 1507 Table 1507.1.2
"Design Pressure:
-105 PSF
rltuq,i
Reference Data:
TEST REPORTS
Hurricane Test Laboratory (TST-1527) #0224-0501-06 TAS 125 JUL 580-942)
PRI Construction Materials Technologies (TST-5878) OFAE-023.02-01 UL580-06/UL 1897-041
1. UL 580-94 teststandards ore equivalent to UL 580-06test standards.
2. UL 1897-04 test standards are equivalent to UL 1897-12 Lest standards.
unuwoons:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6r" ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6t' ed., and per with Manufacturer's installation reference.
3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-1)
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered
engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC2017 6� ed., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading.
7. This reportdoes not imply warranty, installation, recommended product use outside of this report.
Certificate of Independence:
Locke Bowden, P.L does not have, not will acquire a financial interest in any company manufacturing Q%Jjgoiputing products
under this evaluation. `Ot 60W�jr''rrr�
Locke Bowden, FIX is not owned, operated, or controlled by any company, manufacturer, or,,� i w roy utfejfr this
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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
T CUT 112 SHINGLE
REATE STAGGERED
ERN
ORIAN CRIMP
GLES
9"EXPOSURE
W
0
O
x
x
Fastener#10 x 1"
Zinc Plated MTW
Pancake Head