HomeMy WebLinkAboutREVISION, ROOF COVERING, UNDERLAYMENTS, PRODUCT APPROVALS i
cn)
OFFICE USE ONLY:
DATE FILED: 6 - 3. PERMIT# �r O 7 Z
REVISION FEE: ��•n O RECEIPT# l
I
i
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553
i
APPLICATION FOR BUILDING PERrrWS
PROJECT INFORMATIONION I S
LOCATION/SITE
ADDRESS:
/aS26 odAg goele& : C
�7i�itcF- {z
DETAILED DESCRIPTION OF PROJECT
REVISIONS: /►
6gAa4'-E P-0o ryrEd - tAYu 'FArT
L' tj4- /& A9ar= FP=o jAd -,766A 5V rp s?-h,-601-16(, S E-60
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C 9 C /570S 87 cf ST. LUCIE CO CERT. #:
BUSINESS NAME: S v c. c /x C--
QUALIFIERS NAME:
ADDRESS: 47 Zo 0 v4-�
CITY: V FX-3 L E74u+ STATE: {—Z,- ZIP: 3 Z jt 6
PHONE(DAYTIME): «G� �y i C FAX:
^n e r ®� n
OWNER/BUILDER INFORMATION: J v�R c, r�u
NAME:
ADDRESS:
CITY: ZIP:
PHONE(DAY F
I
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS: !S 55 I►ADAM P-t'czr-- 9t.'4p
CITY: *0% 40k,&- STATE: {z ZIP: 3 216 a 1
PHONE(DAYTEVIE): -772-360- cl qq— FAX: 1(d,A
SLCCC: 9/23/09
Revised 06/30117 FILE COPY
i
;L NI AMbDADE MIAMI-DARE COUNTY
UWAMM PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.�ov/ec�onomy
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 material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building ,Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Edge—Loc 1.0: x 16"wide x 24 ga. Steel Panel over Wood Deck
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
i
This NOA renews NOA-No. 14-0418.01 and consists of pages 1 through 5.
The submitted documentation was reviewed by Freddy Semino
.,r
`� NOA NO.: 18-1023.17
MIAMI-DARE COUNTY ST, LUCIE C U BUILDING DIVISION Expiration Date:01/09/2024
REVIEWED FOR P - `
REVIEWED BY Approval Date: 12/20/2018
(� � �� ��� Copy Page 1 of 5
DATE MUST BE KEPT ON JCB
PLANS AND PER WILL BE MA
SITE OR NO INSPECTIONS)
"VISION
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub-Category: Metal,Panels(Non-Structural)
Materials: Steel
Deck Type: Wood
Maximum Design Pressure —101.00 psf
i
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: 1" 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 433B173 ASTM D 4587,ASTM G 23 11/21/1 l
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.
i
NOA No.: 18-1023.17
MIAMI-DARE COUNTY Expiration Date: 01/09/2024
Approval Date: 12/20/2018
Page 2 of 5
I
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 H installed with a minimum 4"
side-lap and 6" end-laps. Underlayment shall be fastened with corrosion resistant tin-caps
and 12 gauge 1 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 mmiinum
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 Corner'
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
MIAMI•DADE COUNTY Expiration Date: 01/09)2024
Approval Date: 12/20%2018
Page 3 of 5
I
i
SYSTEM LIMITATIONS
I
1. 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
nhanced
pressure zones(i.e.perimeters,extended corners and comers).
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 labeled with the manufacturer's name and/or logo, and/or
model.
MIAMI•DADE COUNTY
, ...• l
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
6. Panels may be shop or jobsite roll formed with machine models#'s 5521095 and 7031100 from PAC Contractors
Association.
i
NOA No.:18-1023.17
MIAMI-DAD,COUNTY Expiration Date:01/09%2024
Approval Date: 12/20/2018
Page 4 of 5
, i
i
PROFILE DRAWINGS
16"
1"
it
Z\-
Fastener Relief, Stiffening Ribs and Striations are Optional
I
Field Condition
0
0
0
0
0
o FASTENER
o SPACING AS PER
TABLE A HEREIN
EDGE-Loc 1.0 PANEL SYSTEM
END OF THIS ACCEPTANCE
NOA No.: 18-1023.17
MIAMI-DARE COUNTY Expiration Date: 01/09%2024
Approval Date: 12/20/2018
Page 5 of 5
fit
Somas
SCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications'�• FBC Staff SCIS Site Map, Links l 'Search .�
Florida
r 1 &': Product Approval
` . fir°!USER:Public User
Product Approval Menu>Product or Application Search>Application Lis[>Application Detail
I
FL# FL9777-Rll
Application Type Revision
Code Version 2017
Application Status Approved
I
Comments
I
Archived
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscoming.com
i
Technical Representative
Address/Phone/Email
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
i? Validation Checklist-Hardcopy Received
I
Certificate of Independence FL9777 R11 COI OCR14002.8a 2017 FBC Evaluation Report U.—I erlock
Non-HVHZ.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 1970 2015
ASTM D 226 2009
ASTM G 155 2005
TAS 103 1995
_%,Tr% 2012
Equivalen� Pt, qSR OU TY BUILDING DIVISION
Certified By "- NEWED FOR P IAN E Q
REVIEWED BY �^ j
DATE -LOtit ' �� C®PY
Sections from the Code PLANS AND PERM MU BE KEPT ON J
SITE OR NO INSPECTIONS) WILL BE MADE
i
Product Approval Method Method 1 Option D
Date Submitted 10/11/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
9777.1 Weatherlock G Weatherproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9777 Rll 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: 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.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 R11 II OCR14002.8a 2017 FBC Evaluation Report
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 R11 II OCR14002.8b 2017 FBC Evaluation eport
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.pdf
Created by Independent Third Party: Yes
i
9777.4 Weatherlock MAT Waterproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 1111 II OCR14002.8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.pdf
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure:N/A Created by Independent Third Party: Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL9777 RSS AE OCR14002.8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.pdf
Created by Independent Third Party:Yes
i
9777.5 Weatherlock Metal 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 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
F0777 R11 AE OCR14002.8a 2017 FBC Evaluation Ijenort
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 2017 FBC Evaluation Report
Approved for use outside HVHZ: No Weatherlock 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 R11 AE OCR14002.8b 2017 FBC Evaluation Report
Weatherlock HVHZ.Ddf
Created by Independent Third Party: Yes
9777.7 WeatherLock Specialty Tile&Metal Weatherproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9777 1111 II OCR14002.8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.Ddf
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 FBC Evaluation Report
Weatherlock Non-HVHZ.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us::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 not want your e-mail 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 850.487.1395.-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 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 click here.
Product Approval Accepts:
Imo. � ® EChec M
Credit Card
Safe
i
Certificate of Authorization No. 29824
17520 Edinburgh DriveCREEK
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,r EDITION(2017)
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued October 99, 2097
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
Category: Roofing
Subcategory: Underlayments,
Code Sections: 1504.3.1, 1507.1.1
Properties: Physical properties.
REFERENCES
En& 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-252-02-01 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
ICC-ES AC 48 2012
PRI Construction Materials Technologies(TST5878) OCF-297-02-01.1 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) 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-355-02-01 UL 1897 2012
'Determined to be equivalent to ASTM D 226-09,Type I and II
I
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;
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. i
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 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 j
(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 The product is supplied in 2.14 sq.rolls with nominal dimensions of 3-ft x 71.3-ft.
Houston, TX)
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 BONDTm 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 tile installations,i
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 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.
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.
i
I
OCR14002.8a
FL9777-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.
.,l
`
NCREEK
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock®Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES,LLC
PRODUCT APPLICATION
Min. Roof Slope: 2:12 in accordance with the FBC
Application: All underla ments shall be installed in accordance with the FBC.
PP Y
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 underlayment 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 & 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.
,I
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. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c.
Underlayment: WeatherLock® Specialty Tile & Metal shall be applied in accordance with
manufacturer's installation instructions to the fastened deck and backnailed along the
selva a with minimum 12 a., 1-1/4-inch galvanized ring shank roofing nails through
9 9 9 9 9 9
optionally primed, 32ga. x 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:
i
OCR14002.8a FL9777-Rl l 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 herein.
0 •
1 _ D 1 " OWENS CORNING ROOFING AND ASPHALT LLC
�qC[t E E 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 as described in other current FBC product approval documents.
S) 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 6t'Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer.
�. Pp�Y R.•p �i,
%%%0. E NSF s,' 2017.10.11
No 74021 -- 09:06:29
'.• STATE OF 1J
�0,n•.•A, P, :��� Zachary R. Priest, P.E.
��i�F ••�O R t�•••�`C11 . Florida Registration No.74021
E �� Organization No.ANE9641
11S,O N A�
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
I
OCR14002.8a FL9777-R11 Page 4 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.