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'uslneSs�/� product Approval CONCEALED FASTENERS OR ATTACHMENTS
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Prpdutt AaMaval Mew > Prodtirt or Aoalicalion Seam, > oeGation List li> Application Detail Ct?lfTWOR W p�RF.411911
FL #
FL9777-117
Application Type
Revision
Code Version
2014
THESE PLANS AND ALL PROPOSED WORT(
Application Status
SCANNED
Approved
BY
ARE SUBJECT TO ANY CORRECTIONS
Comments
St. Lucie County
.REQUIRED BY FIELD INSPECTORS THAT.
Archived
'MAyBf
:NEOFSSART1.NORDER•TO.'..�'�
Product Manufacturer
Owens Corning
.00k1PIkJ�LLAPPLICABLRCODEV
Address/Phone/Email
One Owens Corning Parkway
Toledo, OH 43659
(740) 404-7829
greg. ke eler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative
Address/Phone/Email l ` C
'ST. LUCT—E CO U Tv BUILDING n_7VjS10N
Quality Assurance Representative
REVIESVED FOR C
L-LAINCE��;�,
Address/Phone/Email
DATE
PLANS AND PERMIT MUST BE KEPT ON JOB
Category
Roofing ORNO INSPECTION NVML BE ROE,
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 Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract EXpiration Date 12/31/2020 _
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence FI9777 R7 COT OCR14002 4A FBC 2014 Evaluatio _Report Weatherlork
_f
Referenced Standard and Year (of Standard) Standard Year
ASTM D 1970 2009
—ASTM-G.155---__ _ ._ —2005-
TAS 103 1995
UL 1897 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/19/2016
Date Validated 04/20/2016
Date Pending FBC Approval 04/21/2016
Date Approved 06/08/2016
Su_ mmary of Product
FL #
Model, Number or Name
Description
9777.1
Weatherlock G
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
FL9777 R7 11 QCR140o; 4A FBC 2014 Evaluation R go t
Weatherlock Non-HVHZ - final.odf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 R7 AE OCRI4002 4A FBC 2014 Evaluation Report
Weatherlock Non-HVHZ - final df
Created by Independent Third Party: Yes
9777.2
Weatherlock MAT
Waterproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
FL9777 R7 II OCR14002 aA FBC 2014 Evaluation Report
Weatherlock Non-HVHZ - final odf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
EL9777 R7 AF_OCRI4002 4A FBC 2014 F aluation Reno t
Weatherlock Non-HVHZ - finaLp- f
Created by independent Third Party: Yes
9777.3 Weatherlock Metal
Weatherproofing Underlayment
Limits of Use
Installation Instructions
Approved for use in HVHZ; No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other. See evaluation report for limits of use.
FL9777 R7 IT OCR14002 4A FBC 2014 E aluat'on Report
Wgath lock Non-HVHZ - final odf
Verified By: Zachary R. Priest PE-74021
Created by Independent Third Party: Yes
Evaluation Reports
FL 9777 R7 AE OCR14002 4A MC 2014 Fvaluation Report
IYeatheriock Non-HVHZ - final odf
Created by Independent Third. Party: Yes
9777.4
WeatherLock Metal
Weatherproofing Underlayment
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: No
Installation Instructions
FL9777 R7 11 QCR14007 48 FRC 71214 Evaluation Report
Weathe la k M t I HVHZ - fial df
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 R7 AE OCRI4002 46 FBC 2014 E aluption Report
Weatherlock Metal HVHZ - final odf
Created by Independent Third Party: Yes
9777.5
Weatherlock Specialty Tile & Metal
Weatherproofing Underlayment
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +01-105
Other: See evaluation report for limits of use.
Installation Instructions
F 777 R7 it O R7400 au FOC 2014 EvalufitLQnjLe=
Weatherlock Non-HVHZ - final ndf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
FL9777 R7 AE OCR34007 4A FBC 2014 Evaluation Report
Weatherlock NQo-HVHZ - final ndf
Created by Independent Third Party: Yes
Back Nett
Contaa us :: 1212 North M Street. TitllahPhom SW487-1874
The State of Reno is an WHO employee [M&IS 2007-2013 State of rj rids :: Pdvaw Statement :: Accessibility Statement :: Refund Statemenf
GREED
TECHNICAL SERVICES, LLC
Certificate of Authorization No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
(813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5r" EDITION (2014)
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued April 19, 2016
1 Owens Corning Parkway
Toledo, OH 43657
(800)438-7465
www.owenscorning.com
Manufacturing Location: Brentwood, NH
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category:
Roofing
Subcategory:
Undedayments
Code Sections:
1504.3.1,1507.2.4, 1507.2.8,,1507.2.9.2, 1507.3.3, 1507.4.5, 1507:4.5.2, 1507.5.3,
1507.5.3.2, 1507.7.3, 1507.7.3:2
Properties:
Physical properties
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction
Materials Technologies (TST6049)
NEI-039-02-01
ASTM D 1970
2009
PRI Construction
Materials Technologies (TST6049)'
NEI-042-02-01 REV2
ASTM D 1970
2009
PRI Construction
Materials Technologies (TST6049)
NEI-045-02-01
TAS 103
1995
PRI Construction
Materials Technologies (TST6049)
NEI-045-02-01
ASTM G 155
2005a
PRI Construction
Materials Technologies (TST6049)
NEI-053-02-01
TAS 103
1995
PRI Construction
Materials Technologies (TST6049)
NEI-b53-omi
ASTM G 155
2005a
PRI Construction
Materials Technologies (TST6049)
NEI.093-02-02
ASTM D 1970
2009
PRI Construction
Materials Technologies (TST6049)
OCF-213-02-01
ASTM D 1623
2009
PRI Construction
Materials Technologies (TST6049)
OCF-237-02-01
UL 1897
2004
PRI Construction
Materials Technologies (TST5878)
OCF-252-02-01
ASTM D 4798
2001
PRI Construction
Matedais Technologies (TST6049)
OCF-252-02-01
ASTM D 1970
2009
PRI Construction
Materials Technologies (TST5878)
OCF-253-02-02
ASTM D 1970
2009
PRI Construction
Materials Technologies (TST6049)
OCF-272-02-01
TAS 103
1995
PRODUCT DESCRIPTION AND LIMITS OF USE
WeatherLock® G
WeatherLock® Mat
WeatherLock® G is an ASTM D 1970 self-adhesive undedayment constructed from SBS
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 with mechanically fastened asphalt shingles,
wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the
roof deck shall be limited to a maximum 30 days.
WeatherLock® Mat is an ASTM D 1970 self-adhesive underlayment constructed from
SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
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 with mechanically fastened asphalt shingles,
wood shakes or shingles, and slate roofing as prescribed in the FBC. Exposure on the
roof deck shall be limited to a maximum 30 days.
OCR14002.4A FL9777-R7 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
WeatherLock@ Metal WeatherLock@ Metal is an ASTM D 1970 self-adhesive underlayment constructed from
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.
WeatherLockO Metal is permitted .to be used with mechanically fastened asphalt
shingles, metal roof panels or shingles, wood shakes or shingles, and slate roofing as
prescribed in the FBC. Exposure on the roof deck shall be limited to a maximum g0
days. i
Weatherl-ocke WeatherLockO 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.
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 with mechanically fastened
asphalt shingles, clay or concrete tile, metal roof panels or shingles, wood shakes or
shingles, and slate roofing as prescribed in the FBC. WeatherLockW Specialty Tile &
Metal is permitted to be used with adhered clay or concrete tile roofing using either 3MTM
2-Component Foam Roof!Tile Adhesive AH-160 (3M Company) 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
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.
PRODUCT APPLICATION
Min. Roof Slope: 2:12 or in accordance in with FBC
Application: 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 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 6-ft. from preceding course. End laps for
WeatherLock@ Specialty Tile & Metal 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 nail the underlayment 16-inches on -center as needed (nails shall be
installed perpendicular to deck with the nail heads flush to the top surface of the
undedayment). WeatherLock@ Specialty Tile & Metal shall be back nailed when
installed on roof slopes greater than 3:12.
For valley applications, the roll shall be applied centered along the valley prior to
installing the underlayment at the eave. For eave protection, the underlayment should
extend to a point 244nches inside the exterior wall.
The underlayment shall be installed over metal drip edge at the eave, and under the drip
edge at the rake or valley pan when used as a valley liner. Alternately, it is permissible
to install the underlayment under the drip edge in accordance Section 1507.2.9.3.
-- — — Min. Application 40°F; Contact the manufacturer when installing at temperatures below the minimum T
Temperature: application temperature.
OCR14002.4A FL9777-R7 Page 2 of 4
This evaluation report is provided for state of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREEK
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
,r. V CREEK WeatherLock(ID Self -Seating Ice & Water Barriers
TECHNICAL SERVICES, LLC
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
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
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 -105 psf
Pressure:
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 underayment 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 61G20-3.
OCR14002AA
FL9777-R7
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
COMPLIANCE STATEMENT
OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock& Self -Sealing Ice & Water Barriers
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
R ('11
R''pR����'.
G E N,S cCSJ.i
No 74021
STATE OF ut2
�111�119110NA�IIIIII
CERTIFICATION OF INDEPENDENCE
2016.04.19
-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 well acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
FL9777-R7
4 of
I nis 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.
File tC®]Py
M�IAMI•DADE
61 MIAMI-DADE COUNTY
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.nov/economv
JA Taylor Roofing
302 Melton Drive
Ft. 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 purpose's. 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.
This revises NOA No. 13-1015.05 and consists of pages 1 through 5.
The submitted documentation was reviewed by Juan E. Collao, R.A.
MIAMI-DADE COUNTY
,.... 1
NOA No.: 14-0416.01
Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 1 of 5
y
ROOFING ASSEMBLY APPROVAL
Category
Sub -Category:
Materials:
Deck Type:
Maximum Design Pressure
Roofing
Metal, Panels (Nan -Structural)
Steel
Wood
—101 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: 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
433B173 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.
NOA No.: 14-0416.01
Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 2 of 5
APPROVED ASSEMBLIES:
System: Edge-Loc 1.0 Panel x 16" Wide x 24 ga. Steel
Deck Type: Wood, Non -Insulated I I '
Deck Description: New Construction 19/32" or greater plywood or wood plank, or for re -roofing 15/32" or
greater plywood. , I.,, „ I .
Slope Range: 2: 12 or greater
Maximum Uplift See Table A below
Deck Attachment:
In accordance with applicable�Building Code, but in no case shall it be less than 8d ring
shank nails spaced 6" b:c. In rer6dfing, where the deck is less than 19/32" thick (Minimum
15/32") The above attachment rr�cthod must be in addition to existing attachment.
Underlayment:
Minimum undetlayment 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 #10-13 x 1" pancake head
screws of sufficient length to penetrate through the sheathing a minimum'/t6 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 psf
Maximum Screw Spacing
16" o.c.
6.75" o.c.
1. Extrapolation shall not be allowed
NOA No.: 14-0416.01
Expiration Date: O1/09/19
Approval Date: 06/05/14
Page 3 of 5
SYSTEM LIMITATIONS
I. 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 comers 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 labeled with the manufacturer's name and/or logo, and/or
model.
CMIAMI&RAD.12 COUNl
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
6. Panels may be shop or jobsite roll formed with machine model #5521095 or 7031100 from PAC Contractors
Association.
NOA No.: 14-0416.01
Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 4 of 5
0
F � j
1.1
PROFILE DRAWINGS
18"
Fastener Relief, Stiffening Ribs and Striations are Optional
Field Condition'
EDGE-LOC 1.0 PANEL SYSTEM
- END -OF THIS ACCEPTANCE -
NOA No.: 14-0416.01
Expiration Date: 01/09/19
Approval Date: 06/05/14
Page 5 of 5