HomeMy WebLinkAboutProduct approvals C0t7N'Z'Y
CfJON
PRODUCT
2N6Ts�t Room 208
M1A%:a14DE 1180
Miami,Florida 33175-2474
DEPARTMENT OF REGULATORY AND
ECONOMIC RESOURCES(RER) T(786}315-2$90 F(786)315-2599.
BOARD AND CODE ADMINISTRATION DMSION `yww miamid_���eCaaamY .
NOTICE OF ACCEPTANCE OA
J.A.Taylor Roofing
302 Melton Drive
Fort Pierce,FL.34982
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-,Product Control Section to be
used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County product Control Section
(In Miami-Dade County) and or the AHJ (in areas other than Miami-Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or n>iterial fails to perform in'the accepted
manner, the manufacturer will incur the expense of such testing and the AM may to
revoke, modify, Or
suspend the use of such product or material within their jurisdiction. REP reserves the right to revoke this
if it is determined by Miami-Dade County Product Control Section th� acceptance,
�thi product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designe comply with the including the High Velocity Hurricane Zone of the Florida Building Cod Florida Building Code
DESCRIPTION: Edge—Loc 1.0:x 16"wide x 24 ga. Steel Panelir Wood
Decd
LABELING: Each unit shall bear a permanent label with the manufa�r's name11
statement: "Miami-Dade.County Product Control Approved",unless otl?e not�'here. goy city, state d following
1 g
RENEWAL of this NOA shall be considered after a renewal applic�been f j
in the applicable building code negatively affecting the performance roduct, ed and there has bee
TERMINATION / n no c
materials, use,and or manufacOture of the product oroccur after herocessexpiratio su ion &[-
OA ere h p a change
as bee
sales, advertising or any other purposes shall automatically termifOA. 'aan endo��eet'IsjOn or chap e
this NOA shall be cause for termination and removal of NOA. Ore to Co m�'41`p fe g 111 the
YPrO
ADVERTISEMENT: The NOA number preceded by the wo de C mply Witt,ag y see uCf p
''� � p
expiration date may be displayed in advertising literature. If a�the NpAOnt3; ploy. ; ny sectj0ri Of
in its entirety,
lby INSPECTION: copy vsplaa' qwfshall;be available or nsp ct thisentireNOAshall be provi� tjl
inspections
the job site at the request Off � 1
This s!NO
A renews NOA-NO. 14-0418.0
alll
Th sub 1 and consists ofp cel~ tl
miffed"documentation e dp
j was reviewed by FJ dip e�orlj`' �
C11 ECOUN7Y ? 71111%tor
V .I`
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Metal,Panels(Non-Structural)
Materials: Steel
Deck Type: Wood
Maximum Design Pressure —101.00 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT:
Test Product
Product Dimensions Specifications Description
Edge-Loc 1.0 Length:various TAS 110 Corrosion resistant,prefinished,coated
Width: 16" - galvanized,galvalume, standing seam,metal
Height: I" panels.
Thickness 0.024"(24 ga.)
Min.Yield Strength: 50 ksi
Trim Pieces Length:varies N/A Corrosion resistant,prefinished,coated
Width:varies galvanized,galvalume,standing seam,metal
Thickness 0.024"(24 ga.) panels.
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Valspar 433X515 ASTM B 117 11/21/11
Valspar 433BI73 ASTM D 4587,ASTM G 23 11/21/11
Force Engineering&Testing 72-0314T-06A-C TAS 125 03/24/07
Inc.
Farabaugh Engineering and T158-07A TAS 100 04/14/07
Testing Inc.
MIAMI-DADE • NOA'No.-.18-1023.17
Expiration Date:KAMM
Approval bate: 12120/2018
Page 2 of 5
APPROVED ASSEMBLIES:
System: Edge-Loc 1.0 Panel x 16"Wide x 24 ga. Steel
Deck Type: Wood,Non-Insulated
Deck Description: New Construction 19/32"or greater plywood or wood plank, or for re-roofing 15/32"or
greater plywood.
Slope Range: 2": 12" or greater
Maximum Uplift See Table A below
Pressure:
Deck Attachment: In accordance with applicable Building Code,but in no case shall it be less than 8d ring
shank nails spaced 6"o.c.In reroofing,where the deck is less than 19/32"thick(Minimum
15/32")The above attachment method must be in addition to existing attachment.
Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4"
side-lap and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin'-caps
and 12 gauge 1 '/4" annular ring-shank nails, spaced 6" o.c. at all laps and two staggered
rows 12"o.c. in the field of the roll. Or,any approved underlayment having a current NOA.
Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for
fire ratings of this roofing system assembly as well as-the location of the fire barrier within
the assembly. See Limitation# 1.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133
and with PAC Contractors Association's current published installation instructions.
Metal Panels and Install the "Edge-Loc 1.0 Panel" and accessories in compliance with the current published
Accessories: installation instructions and details in PAC Contractors Association's Installation Manual.
Flashings, penetrations, valley construction and other details shall be constructed in
compliance with Roofing Application Standard RAS 133.
Panels shall be secured at a spacing listed below in Table A with corrosion resistant#10-13 .
x 1"pancake head screws of sufficient length to penetrate through the sheathing a minimum
3/16 of an inch.
The adjacent panel shall overlap and be secured to each other when The female rib of panel
is snapped over the male rib of panel.
TABLE A
MAXIMUM DESIGN PRESSURES
Roof Areas Field Perimeter and Corners
Maximum Design Pressures —59.75 psf —101.00 psf
Maximum Screw Spacing 16"o.c. 6.75"o.c.
1. Extrapolation shall not be'allowed
I
NOA No.: 18-1023.17
MIAMMADe COUN Y Expiration Date:01/09/2024
Approval Date: 12/20/2018
Page 3 of 5
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SYSTEM LIMITATIONS
L Fire classification,is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2.. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e. field,perimeters;
and corners).`Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones(i.e.perimeters,extended corners and corners).
3. Panels may be'rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in
Roofing Application Standard RAS 133.
4• All panels shall be permanently labeled with the manufacturer's name and/or logo, city, state,,'and the following
statement: "Miami-Dade County Product Control Approved" or with the Miami-Dade County Product Control
- Seal as seen below. All clips shall be permanently Iabeled with the manufacturer's name and/or logo, and/or
model.
C
QADE COUNTY
, g
5. All products listed herein shall have a quality assurance audit in actor Ce with the Florida Rule 61'G20-3 of the Florida Administrative Code.
6. Panels may be shop or jobsite roll formed with machine models#'s S rlda Building Cade and
Association. 21Q9�7D3110p '
-- from PAC Contractors
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PROFILE DRAWINGS
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`I Fastener Relief,Stiffening Ribs and Striations are Optional
1
Field Condition
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o FASTENER
o SPACING AS PER
TABLE A HEREIN
EDGE-LOC 1.0 PANEL SYSTEM
i
I END OF THIS ACCEPTANCE
NOA No.:18-1023.17
MIAMI-DAD@COUNTY Expiration Date:01/09/2024
Approval Date: 12/20/2018
Page 5 of 5
�1411 '•pLRI
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Produc„;.Qoomvll Menu>Product rr Analicatian 5ear„Ch,>.Poo{iwtitan List.>Application DeWitt
ME> FL# -FL9777-RII
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Owens Coming
Address/Phone/Email One Owens Coming Parkway
Toledo,OH 43659
(740)404-7829
greg.kee ler@owenscoming.co m
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 I
Quality Assurance Contract Expiration pate 12/31/2020
Validated By Locke Bowden
Y! Validation Checklist-Hardcopy Received
Certificate of Independence FL9777 R11 COI OCRI4002 8a 2017 FBC Evaluation Reoort Weatherlock
Non-HVHZ.odf
Referenced Standard and Year(of Standard) Standard �
ASTM D 1970 i;E%n E E® F"
ga
ASTM D 226 CODE �q P�I �jE
ASTM G 155 � �"1 2005TAS 103 TY
UL 1897 " L����
- 2012
Be%cc
Equivalence of Product Standards
Certified By
Sections from the Code
�y ',�t ,
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 Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 R11 II 09914002 8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.pdf
Impact Resistant:N/A Verified By:Zachary R. Priest 74021 G
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.pd
Created by Independent Third Party:Yes
9777.2WeatherLock G(High Tear) Weatherproofing Underlayment _
Limits of.Use Installation Instructions
Approved for use in HVHZ:No FL9777 811 II OCR14002 8a 2017 FSC Evaluation Rep
Approved for use outside HVHZ:Yes Weatherlock Non-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
FL9777 Rll AE OCR74002 8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.pdf
Created by Independent Third Party:Yes
9777.3Weatherlock MAT _ 'Waterproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9777 R11 II OCR14002 8b 2017 PBC Evaluation Report
Approved for use outside HVHZ:No Weatherlock HVHZ.Ddf
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.psif 1
Created by Independent Third Partys Yes
9777.4 Weatherlock MAT �Yy Waterproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 R11 II OCR14002 8a 2017-FBC Evaluation Repo
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.Ddf
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 8a 2017-FBC Evaluation Report
Weatherlock Non-HVHZypdf I
Created by Independent Third Party:Yes
9777.5 WeatherLock Metal Weatherproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 Ric II OCRi4o02 8a 2017 FBC EvalgarM Keport
Approved for use outside HVHZ:Yes Weatherlock Non-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
FL9777 1117 AE 01C13,14002-8a 7017 Fat'Evaluation Report
Weatherlock Non-HVHZ.pdf
Created by Independent Third Party:Yes
9777.6 Weatherlock_Metal Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ:Yes FL9777 R11 II OCR14002 8b 201.7.FBC Evaluation RepOCt
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
FL9777 R11 AE OCR14002.8b 2017 FBC Evaluation Report
1 Weatherlock HVHZ,Ddf
Created by Independent Third Party: Yes
9777.7 1 Weatherlock Specialty Tile&Metal Weatherproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 R11 II OCR14002 8a 2017 FBS 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
FL9777 R11 AE OCR14002 8a 2017 FBG Evaluation Repo
Weatherlock Non-HVHZ.Ddf
Created by Independent Third Party: Yes
t1aCf� tigXt
Contact Us;;2601 Blair Stone Road.Tallahassee Fl-32399 Pbone;85.0-487-1924
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AccessibURv Statement;:Refund Statemens
Under Florida law,email addresses are public records.If you do not want your e-mall 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_mail.If you have any questions,please contact
,850.487.?395.'Pursuant to section
455.275(S),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 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,F.S.,
please dick here.
Product Approval Accepts:
r
_ �r�dit Car�:y
Safe,! .
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Certificate of Authorization No. 29824
REEK
17520 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, 2097
1 Owens Corning Parkway
Toledo,OH 43657
(800)438-7465
www,owenscoming.com
Manufacturing Location: Brentwood,'NH
Houston,TX
Quality Assurance: UL LLC(QUA9625)
SCOPE
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) NE1-039-02 01 ASTM.D 1970 2015
PRI.Construction Matedals;Technologies(TST5878) NEI-042-02-01REV2 ASTM D 1970 2015
PRI Construction Materials,Technologies(TST5878) NEI-045-02-01 TA5103 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 MaterialsJechnologies(TST5878) NEI-053-02-01 ASTM G 165 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-252-02-01 ASTM D 1970 2015
PRI Construct ion 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
IGC-ES FIC 48 2012
PRI Construction Materials Technologies(TST5878) OCF-297-02-01,1 ASTM D 1970 2015
PRI Construction Materials Technologies(TST8878) OCF-318-02-01 ASTM D'1970 2015
PRI Construction Materials Technologies(TST5878) OCF-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-356-02-01 UL 1897 2012
'Determined to be equivalent to ASTM D 226-09,Type I and It
OCR14002 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
OWENS CORNING ROOFING AND ASPHAJ LLC
CREEK 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.roils 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 on the roof deck shall be limited to a
maximum 30 days.
WeatherLock@ Mat WeatherLockO Mat is an ASTM D 1970 self-adhesive underlayment constructed from
(Brentwood,NH or SBSmodified 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.rollswith nominal dimensions
of 3-ft x 66.7-ft.
WeatherLock@ Mat is permitted to be used as prescribed In FBG 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 underlayment 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,IVH or The product is supplied in 2.14 sq.rolls.with nominal dimensions of 3-ft x 71.3-ft.
Houston, 7?C)
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 clay or concrete file 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, TX) modified bitumen underlayment. The underlayment 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.
Weatherl-ockV GHi h Tear) Is permitted to be used as prescribed in FBC Section
{ g
1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be
limited to a maximum 30 days.
I�
OCR14002.8a FL9777-R11 Page 2 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.
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CREEK OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock+'a Self-Seating Ice&Water Barriers
TECHNICAL SERvicss,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 clears, dry, and free from any irregularities and debris. All
fasteners in the deck shall be checked for protrusion and corrected * to underfayment
application. Prior to beginning installation, the underlayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
Y
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.Y side
laps and minimum 6"end laps staggered min.6-ft.from preceding course. Additionally,,if
applying Weatherl-ockO Specialty Tele & Metal, and 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,WatherLock®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:
Underlavment System No.1-WeatherLock Specialty Tile&Metal Only
Roof Deck: Min. 15132-inch CDX 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 prlmed, 32ga x 1-578-inch 0 tin caps spaced 12" o.c. The applied
underlayment, shall be rolled with a minimum 75115 steel roller immediately following
application.
Maximum Design -142.5 psf
Pressure:
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OCR14002.8a FL9777-R11
Page,3 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 anyproduct changes or quality assurance changes throughout the duration for which this.report is Valid.
This evaluation report does)not express nor imply vrarranty,installation,recommended use,or other product.attributes that are not
specifically addressed hereiln.
I
i '
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" OWENS CORNING ROOFING AND ASPHALT LLC
Lr WeatherLock®Self-sealing Ice&Water Barriers
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS;
1) This evaluation report is not use in the HVHZ.
2) Fire Classification isnot within the scope of this evaluation.
3) Installation of'the evaluated:product shall comply with this report,the FB.C,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 property ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The underiayment 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
loadpressures 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 6th Edition(2017)as evidenced in the referenced;documents submitted by the named manufacturer.
R p e,
w�'AQ`. V1 - ivsF.Fs2 017.10.
*` eta 74021 09:06:29
: * 0A100r
STATE OF 'IU
,n' p.;; ` Zachary R.Priest,P.E.
N� • R O•• �N�t`. Florida Registration No.74021
Organization No.ANE9641
rretrierit+��
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;not will acquire;a financial interest in any other entity involved in the approval process of the
product
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END OF REPORT
OCR14002.8a FL9777-Rl l 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 doesinatexpress nor implywarranty;installation,recommended use,.or other product attributes that are not
specifically addressed herein.
I
I ,
I