HomeMy WebLinkAboutEVALUATION REPORTSProduct Evaluation Report S
GULF COAST SUPPLY & MANUFACTURING, LLC. CgIN,
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26 Ga. SV Crimp Roof Panel over 15132" Plywood Unty
Florida Product Approval #11651.13 R3
Florida Building Code 2017
Per Rule 61G20-3
Method: 1 —D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing,
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
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Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Product Description:
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum 15/n" plywood decking.
Non Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/s" Major Rib
Panel Fastener:
#9-15x1.5" with sealing washing in the flat of the panel or approved equal,
1/4" minimum penetration through plywood. ,
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Design Uplift Pressures:
Minimum 15A2" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Table "A"
Fastener Pattern
p12"-12"
MON
Design Pressure includes a Safety Factor = 2.0.
Code Compliance:
The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2.
Evaluation Report Scope:
The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
Performance Standards:
The product described herein has demonstrated compliance with:
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
Reference Data:
1. UL 580-94 / 1897-98 Uplift Test
.Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0053T-05 & 117-0331T-08
2. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
Quality Assurance Entity:
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range:
Minimum Slope shall comply with Florida Building Code 2017, including
Section 1507.4.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per Manufacturer's recommended details.
Underlayment:
Shall comply with Florida Building Code 2017 section 1507.1.1.
Roof Panel Fire Classification:
Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear Diaphragm values are outside the scope of this report.
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
a
ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood
.!£+
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120
.:}.� ^, rv•Y
130
;ia � �f1"e'F'
140
"J. n
150
2�
160
...M'1�i .�4'.£1k
170
11�..�Am`�.}{'N;
180
WIIND
FASTENER
(MIN.enetratiodon)
SUBSTRATE
SPEED
P
1 (MIN. 15/32"
ON CENTER
SPACING
ON CENTER
SPACING
ON CENTER
SPACING
ON CENTER
SPACING
ON CENTER
SPACING
ON CENTER
SPACING
ON CENTER
SPACING
'4
-a Y
YL
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pT.'
�yxy
�'rf.'{i'
'ia�' a 'e`iFr
;
-TA§5"
' P
.
ZONE 2
#9-15x1.5"
Plywood
16" TYPE 1
16" TYPE 1
16" TYPE 1
16" TYPEA
16" TYPE 1
16" TYPE 1
16" TYPE 1
,� '� "Uk'
'Y4 Yvrn .#r ri.YSJ+%St N k P �33CM1W
1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER W/ MIN. A" PENETRATION.
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSF® 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN. 15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017.
5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2017.
ZONE ZONE3 is l'
r
i
�j \� RIDGE i� ,�/I
I
i ZONE 1
i__________________--
_.EAVE
ZONE
2 GABLE ROOF a
I
Note: Dimension (a) is defined as 10% of the minimum width of the building or
a 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
less than either 4% of the minimum width of the building or 3 feet.
--- --------------� a
ZONE i
I I
---------------------
TYPE1 FASTENER PATTERN
F
112111-1/2f HWH w/121'In Washer
At Panel Lap=/- �
TYPE 2 FASTENER PATTERN
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
CREEK
�l i� Certificate of Authorization bur 29824
f1��1 IK 17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT
FLORIDA BUILDING CODE, 6'" 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
SCANNED
Houston, TX
BY
St. Lucie County
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)
NEI-039-02-01
ASTM D 1970
2015
PRI Construction Materials Technologies (TST5878)
NEI-042-02-01REV2
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 Matedals 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
PRI Construction Materials Technologies (TST5878)
OCF-297-02-01.1
ICC-ES AC 48
ASTM D 1970
2012
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 Matedals Technologies (TST5878)
OCF-320-02-01
ASTM G 155
2005a
PRI Construction Matedals Technologies (TST5878)
OCF-321-02-01
ASTM D 1623
2009
PRI Construction Materials Technologies (TST5878)
OGF-322-02-01
UL 1897
2012
PRI Construction Materials Technologies (TST5878)
'Determined
OCF-355-02-01.
UL 1897
2012
to be equivalent to ASTM D 226-09, Type I
and II
_ _....--_.__ roman r-K 11 Page 1 of 4
This evaluation report is provided for Stale 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.
GREET{
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AND LIMITS OF USE
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock® Self -Sealing Ice & Water Barriers
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 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 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.
DT>Q
WeatherLock® Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment
l
constructed from SBS modified asphalt and surfaced with a non -woven polyester fabric.
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 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 BONDT" 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
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, 7)0
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.
FL9777-R11
2 of
1 1 - uvalueuun report is prowaea Tor State or 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.
;x CREEK
TECHNICAL SERVICES, LLC
PRODUCT APPLICATION
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock@ Self -Sealing Ice & Water Barriers
Min. Roof Slope: 2:12 in accordance with the FBC
Application: All underiayments 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 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 finely
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 34 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.
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 COX 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
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
underlayment shall be rolled with a minimum 751b steel roller immediately following
application.
Maximum Design -142.5 psf
Pressure:
11.1 , ,-rc a 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 invalid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
11,V
CREEK
TECHNICAL SERVICES, LLC
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLockO Self -Sealing Ice & Water Barriers
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 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 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.
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 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
OP,,PFY IRup4F
ee
E ni 2017.10.
No 74021 = 09:06:29
��. STATE OF tt�` _041001
•�,p'. c p : ���` Zachary R. Priest, P.E.
,,,e &%9/ NALE��`�,,` Organization FloridNo.lANE9641 on No. 2111111111
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
FL9777-Rll
4 of
This evaluation report is provided for Stale 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.