HomeMy WebLinkAboutEVALUATION REPORTSDocuSign Envelope ID: F67AF1BB-18804E74-6D40-BF1585688B1
FL 5587.-1
Jax Apex Technology, Inc.
FBPE CA No. 7547
4745 Sutton Park Court, Suite 402
Jacksonville, FL 32224
SCANNED
BY
St. Lucie County
Evaluation reports are the opinion of the engineer who prepared the report, based on the findings, and
in no way constitute or imply approval by a local building authority. The engineer, in review of the
data submitted, finds that, in his opinion, the product, material, system, or method of construction
specifically identified in this report conforms with or is a suitable alternate to that specified in the
Florida Building Code, SUBJECT TO THE LEWTATIONS IN THIS REPORT
Jeffrey P. Arneson, an employee of Jax Apex Technology, Inc. (Apex Technology), is the
authorized evaluating engineer of this report Apex Technology is the prime professional, as defined
in Florida Rule 6113-30.002, authorized to sell the engineering services performed by Jeffrey P.
Arneson, and is in no way acting, nor attempting to act, as an approved evaluation entity. Neither
Jeffrey P. Arneson, nor any other employee of Apex Technology, has performed calculations or
testing for the products listed in this report This evaluation is based solely upon the review, under
the direct supervision of Jeffrey P. Arneson, of testing, installation drawings, and/or calculations
submitted by the manufacturer.
The capacities listed in this report are based on the limiting capacities as determined from the
substantiating data. We reviewed the substantiating data to a degree that allowed us to determine
whether or not the work performed is consistent with the intended use of the product, and that the
methods used are in compliance with, or meet the intent of, the Florida Building Cade. All test
reports were prepared by an approved testing laboratory.
REPORT NO: WD03036
CATEGORY: Doors and Windows
SUBMITTED BY:
Wayne Dalton Corporation
3395 Addison Drive
Pensacola, FL 32514
1. CERTIFICATION OF INDEPENDENCE
Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology
have no financial interest in the manufacturing, sales, or distribution of the products
included In this report Jeffrey P. Arneson and Apex Technology comply with all criteria as
stated in Florida Administrative Code Chapter 9N-3.009.
2. PRODUCT NAME
Model 5500/9700 Garage Door
Pave 1 of ...�__ .._.._..
Docu5lgn Envelope ID: F67AF1BB-18BC.4E74-8D44E5F158568881
3. SCOPE OF EVALUATION
Structural Transverse Wind Loads
4. USES
Model 5500/9700 series garage doors are used for residential applications with specified
allowable wind pressures.
5. DESCRIPTION
General
Model 5500/9700 series garage doors with option code assemblies listed in Table 1 of this
report are 1 5/8-inch thick flush panel sectional doors and are insulated with a foamed in
place polyurethane foam. The foam insulation is chemically bonded to a facer and backer
panel at each steel section to provide a composite section for added strength of the garage
door. The facer panel is an exterior skin made of 27 gage ASTM A653-00 DDS steel. The
backer panel is an interior skin constructed of 30 gage ASTM A653-00 CS Type B steel.
Optional stile kits may be added to the exterior skin of each section and are decorative
only. Both panels are finished with an ASTM A525 G-40 galvanized steel coating, and are
then covered with two coats of polyester paint Each section is reinforced with 20 gage end
caps and connected together with low profile pinch resistant hinges. The hinges at each
end are double wide 14 gage with 15 gage hinge leafs. The center hinge is a 15 gage
single wide hinge.
Door Tracks
All door assemblies fisted in this report have both vertical and horizontal tracks ranging
from a minimum 18 gage to minimum 14 gage, 33 ksi steel and finished with an ASTM
A625 G40 galvanized coating. The vertical tracks are attached to the supporting structure
with jamb brackets as specified on the most recent manufacturer's installation
instructions/drawings.
Glazed Sections
Model 5500/9700 door assemblies are available with minimum 0.125 inch DSB glass
windows installed in frames and inserted in the top section only where indicated. The
availability and location of the windows is specific for each product assembly. For exact
location of glass windows, refer to the most recent manufacturer installation
instructions/drawings provided.
Wind Load Bracing
All option code assemblies listed in Table 1 of this report are braced on the inside of the
doors with three inch horizontal spanning U-bars. Each U-bar is made of either 18-gage or
20-gage ASTM A653-00 steel with a minimum yield strength of 80 ksi and are finished with
an ASTM A525 minimum G-40 galvanized coating. The gage and quantity of U-bar braces
varies depending on the amount of windload resistance required and the height of the door.
In addition to three-inch horizontal spanning U-bars, some of the option code assemblies
listed in Tables 1 and 2 of this report are braced with vertical aluminum posts made up of
0.125-inch thick 6063-T6 aluminum alloy. The post is a telescoping post assembly. The
outer member outside diameter is 1.760 wide x 4.00° long. The inner member outside
diameter is 1.4T wide x 3.72" long.
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DocuSign Envelope ID: F67AF1B8-18BC-4E74-BD40-E5F158568881
8. SUBSTANTIATING DATA
Test Report Numbers ETC-05-976-16793.0 (option codes 0500 to 0532), and ETC-06-976-
18102.0 (option codes 0533 to 0535), in accordance with ANSI/DASMA 108-2002 by ETC
Laboratories, 297 Buell Road, Rochester, N.Y. Installation drawings and installation
instructions have been provided by Wayne -Dalton Corporation for each option code
assembly listed in Table 1 of this report.
9. CODE
Florida Building Code 2010 Edition
Section 1609 Wind Loads
Section 1715.5.3.1 ANSI/DASMA 108
10. REPORT SUMMARY
Upon review of the data submitted by Wayne -Dalton, it is my opinion that the models as
described in this report conform with or are a suitable alternative to the code standards and
sections in the Florida Building Code 2010 edition listed in section 9 of this report.
11. LIMITATIONS
Any reference in this report to the manufacturer's "most recent" information is a direct
reference to the most recent information submitted by Wayne -Dalton to the Florida Building
Commission as part of their Florida Product Approval application for the option code
assemblies listed in Table 1 of this report.
This evaluation report and the most recent installation instructions, when required by the
building official, shall be submitted at the time of permit application.
The design of the supporting structural elements shall be the responsibility of the
professional of record for the building structure and in accordance with current building
codes for the loads listed in Table 1 of this report
The doors shall not be located In areas where the transverse wind loads exceed the
allowable loads shown in Table 1 of this report.
The option code assemblies with glazed panel inserts do not meet the impact requirements
for the wind -home debris regions.
The garage door assemblies listed in Table 1 of this report are not approved for use in the
"High Velocity Hurricane Zone" as defined in the Florida Building Code.
12. IDENTIFICATION
Each Model series covered by this report shall be labeled with the manufacturer's name
and/or trademark forfield identfirminn_
Cam• rta.6e644 ';am% S ro /'
Jax Apex Technology, Irgs srnreoi ' a 2/20/2012
Jeffrey P. Amason, P. `
P.E. No. 58544 ��'''•, ��{;AE�:°�`�` .
February 20, 2012 „_ .
A Division of Overhead Door Corporation
Jamb Connection
Supplement
This document provides a series of connection schedules and basic detailing concepts for the
connection of garage door jambs to building frames with the use of various fasteners.
DASMA Technical Data Sheet TDS_161 may be used as an aftemate to this document.
P/N 324620
SCHEDULEI
3V DIAMETERLAO SCREWS
MAXIMUM SPACING
OF LAG SCREWS
PER JAMB IN
MAIN SUPPORT
MEMBER SPECIES
SYP
SPECIFIC
GRAVITY -us
DOUGLAS FIR
SPECIFIC
GRAVITY-OA6
SPF
SPECIFIC
GRAVITY -OA2
LOAD PER
JAMB N o
100
24
24
24
120
24
24
24
140
24
24
24
160
24
24
24
ISO
24
24
24
200
24 -
24
24
220
24
24
24
240
24
24
24
260
24
24
22
280
24
23
20
Boo
24
22
19
320
23
20
18
340
21
19
16
Soo
20
18
18
380
19
17
15
400
18
16
14
420
17
15
13
440
16
15
18
460
18
14
12
480
15
13
12
Boo
14
13
11
620
14
12
11
540
13
12
10
660
13
11
" 10
580
12
11
9
800
12
11
9
620
12
10
9
640
11
10
9
660
11
10
8
980
10
9
8
700
10
9
8
720
10
9
8
740
10
8
7
790
9
8
7
780
9
8
7
800
9
8
7
1_ BASED ON 3W DIAMETER LAG SCREWS WITH 1-1PC O.D. WASHERS WITH A 1-9w
THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE.
2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS ATTOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OFTHE JAMB.
3. LOAD PER JAMB CALCULATED BYTAIGNG DESIGN LOAD (PSF) TIMES DOOR WIDTH (PI) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD -30p f
DOOR WIDTH =16I
LOAD PER JAMB =30palx 1S=-2AOUft
4, CHART IS BASED ON V-8' MINIMUM AND 24?-0' MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2X4 OR LARGER NO.2 GRADE SPF LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE.
IF MOUNTING OVER DRYWALL, INCREASE FASTNER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. `�' I' �,�
6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER \\�, ////
7. MINIMUM EDGE DISTAND SHALL BE 6ESHALL BE 12R THE B MINIMUM LOAD FASTENER SPAIN ABOVE CING SHALL BE 1E AS �-1/2`0 PER NOTE 3. `�,\X , i E. S(w /////
AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. �\ I,•y�OHkg��`, Z
8. CALCULATIONS CONFORM TO ANSMAFBPA NDS-2006. : • �•
S. LAO SCREWS SHALL CONFORM TO ANSI/ ASME STANDARD BI821. I N0.51737
`b 1 STATE OF ; O Apprond
John E. ScatesP.E.
/�0'0'• F( • 4i�s
3121 Fairgate Dr. ��1/�'z �i/FS'• ORID.; D�t�`��
Carrollton,TX75007 / �NA11Ea\\\�\
0 oe e�n� ry oc eeanorc�•ne
SCHEDULE3
SWO A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE
MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB IN
LOAD PER
JAMB Nrnes
2000 PSI
CONCRETE
2500 PSI
CONCRETE
3000 PSI
CONCRETE
100
24
24
24
120
24
24
24
140
24
24
24
160
24
24
24
ISO
24
24
24
200
24
24
24
220
24
24
24
240
24
24
24
260
24
24
24
280
24
24
24
800
24
24
24
320
24
24
24
340
24
24
24
360
23
24 -
24
360
22
24
24
400
20
24
24
420
19
24
24
440
19
23
24
460
18
22
24
480
17
21
24
Soo
16
20
24
520
18
20
24
540
15
19
23
660
14
1&
22
580
14
18
21
Boo
13
17
20
620
13
16
20
640
13
16
19
660
12
15
19
680
12
15
18
700
11
14
17
720
11
14
17
740
11
14
16
760
11
19
18
780
10
13
16
Soo
10
13
15
. V10ENaF•
No, 54737
�p ;• STATE
i�19•••.. RIDp. '
AL Oe
1. BASED ON TWO A307 HEADED OR HOOKED (1.69' MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WAH�E�)
WITH A MINIMUM EMBEDMENT DEPTH OF 3° AND A MINIMUM EDGE DISTANCE OF 30.
2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS ATTOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6° FROM THE END OF THE JAMB.
3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD a 30ps1
DOOR WIDTH =169
LOAD PER JAMB o 30ps1 x 168J2 -24Db&
4. CHART IS BASED ON 6'-6' MINIMUM AND 24`-0' MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2x6 NO.2 GRADE SPF LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE
IF MOUNTING OVER DRYWALL, INCREASE FASTNER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION.
6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3.
7. CALCULATIONS CONFORM TO ANSUAF&PA NDS-2W5 AND ACI 318-05, APPENDIX D.
John E. States, P.E.
3121 Falrgate Dr.
Carrollton, TX 75007
k/3t(1z
SCHEDULE2
16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS
MAXIMUM
NAIL SPACING PER
JAMB I
MAIN SUPPORT
MEMBER SPECIES
SYP
SPECIFIC
GRAVITY-0.55
DOUGLAS FIR
SPECIFIC
GRAVITY -0.46
SPF
SPECIFIC
GRAVITY -OA2
LOAD PER
JAMB
100
24
24
1 19
120
22
20
16
140
19
17
14
160
16
15
12
180
14
13
10
200
13
12
9
220
12
11
a
240
11
10
8
260
10
9
7
280
9
8
7
Soo
8
8
6
320
8
7
6
340
7
7
Na
360
7
6
n/a
380
7
6
Na
400
6
6
Na
420
6
Na
Na
440
6
Na
Na
460
Na
Na
Na
480
Na
Na
Na
500
Na
Na
Na
520
Na
Na
Na
540
Na
Na
Na
560
Na
Na
Na
580
Na
Na
Na
600
Na
Na
Na
620
Na
Na
Na
640
Na
n/a
Na
660
Na
Na
Na
680
Na
Na
Na
700
Na
Na
Na
720
Na
Na
Na
740
Na-
Na
Na
-760
n/a
Na
Na
780
Na
Na
Na
800
Na
Na
Na
\�o%%III I$I/.//,
;rN�a'eq��97er�!/sir
NO.51737 p
STATE OF ' &-
i�'�•••:°CORID� ' 2e
1161111
1. BASED ON 16d COMMON WIRE NAILS (0.162W-M OR 16d THREADED HARDENEDSTEEL NAILS (0.14854.1/2')
WITH A MINIMUM PENETRATION OFY INTO SIDE GRAIN OF MAIN MEMBER.
2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A
MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF V FROM THE END OF THE JAMB.
3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE DESIGNLOADaSOpsf
DOOR WIDTH -160
LOAD PER JAMB - 30psf x 1611/2 m 2461bM
4. CHART IS BASED ON 6'-W MINIMUM AND 2,V-W MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 20 OR LARGER NO.2 GRADE SPF LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE
IF MOUNTING OVER DRYWALL, INCREASE FASTNER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION.
6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMS LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3.
7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD.
8. CALCULATIONS CONFORM TO ANSVAF&PA NDS-2W5.
Appnrved 5;)A�
Jofm E. SCau
3121 Falrpte Dr.
Carroliton,TX75007
SCHEOULE4
318"0 SIMPSON TITEN HO SCREW ANCHORS
MAXIMUM SPACING OF ANCHORS PER JAMB IN
LOAD PER
JAMB NM4
2000 PSI
CONCRETENf'
1 4000 PSI
CONCRETEN0TE1
20M PSI GROUT
FILLED CMUNM2
100
24
24
24
120
24
24
24
140
24
24
24
160
24
24
24
180
24
24
24
200
24
24
24
220
24
24
24
240
24
24
24
260
24
24
22
280
24
24
20
300
24
24
19
320
24
24
18
340
24
24
18
360
24
24
16
380
24
24
15
400
24
24
14
420
24
24
13
440
24
1 24
13
460
24
24
12
480
23
23
12
500
22
22
11
520
21
21
11
540
20
20
10
580
t9
19
10
580
19
19
9
600
18
18
9
620
17
17
9
640
17
17
9
660
18
16
8
680
16
16
8
700
15
15
S
720
15
15
8
740
15
15
7
760
14
14
7
780
14
14
7
800
13
13
7
1. BASED ON MW SIMPSON TREN HD SCREW ANCHOR WITH A I-W O.D. WASHER INTO NORMAL WEIGHT CONCRETE
WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2.3/4'.
2. BASED ON 31SW SIMPSON TTTEN HD SCREW ANCHOR WITH A 1.9l4. O.D. WASHER INTO GROUT FILLED CMU WITH A
MINIMUM EMBEDMENT DEPTH OF2-Wr, A MINIMUM EDGE DISTANCE OF 4', AND A MINIMUM END DISTANCE OF 4'.
CONCRETE MASONRY UNITS SHALLCONFORM TO ASTM 090 AND GROUT SHALL CONFORM TO ASTM C478.
3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF W FROM THE END OF THE JAMB.
4. LOAD PER JAMB CALCULATED SYTAIONG DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD=30psf
DOOR W M -16H
LOAD PERJAM13=30psf x 16f1P2 = 24016Rt
5. CHART IS BASED ON 6'-W MINIMUM AND 2"" MAXIMUM DOOR HEIGHT.
S. DOOR JAMB TO BE 2c6 NO.2 GRADE SPF LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE
IF MOUNTING OVER DRYWALL, INCREASE FASTNER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION.
7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4.
8. CALCULATIONS CONFORM TO ANSVAFSPA NDS•2005.
S. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS.
3121 Falrgate Dr.
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TO MEET NEGATIVE PRESSISRES
2. AIDE NACL OR OPERATOR REQURED
I. T11E DES%N OF THE SUPPORTING
STRUCTURAL EEEMEN75 MALL. BE 111E
RESPONSIBILITY OF THE PROESSIONAL OF
RECORD FOR THE BLARING OR STR11CNRE
AND IN ACCORDANCE WTI CURRENT 6URDOG
CODES FOR THE LOOS RESTED ON THIS
ORAWNG
4. SECTION STEEL TO HAVE THE FOLLDWNG
MINIMUM THICKNESS
EXTERIOR - 27 OA
INTERIOR - 30 CA
A DOCK JAMB TO BE MINNUM 2X5
STRUCNRAL GRADE LMNBEB, REFER TO
JAMS CONNECTION SUPPLEMENT FOR
ATTACHMENT TO SUPPORTING STRUCTURE
13 CA NOW SINCE
WTH •4' SIEIA BRACKET WTR 5/16-18 BOLT k NUT
IN CENTER SLAT AND 1/4-20x8/I6'
13 GA FLAG ANGLE
•` TRACK BOLT k 1 4-20 NIX NUT
1 THROUGH ANY T� ALIGNING WOLFS
18 CA MIN HO02
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THIS WNDLOAD OPTION CODE
JAMS BRA
ET SCHEDULE
DOOR
HECKT
NO. OF
SECTIOYS
BRACKETS
EACH JAMB)
BRAOMTS MEASLInED FROM BOTTOM
OF TRACK (ALL DIMENSIONS i 2')
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3
1 2
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1 4
J
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MARK R. BARROW. PE
FLORIDA LICENSE NO. 57389
ATTACHED WITH (3)
1/h1W5 8' CRIMPinE
SCREWS C1 -
14 CA HINGE BASE
FACTORY ATTACKED
TO DOOR WIN (5)
1/4-14a5/B
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SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
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UNIFORM LOAD EACH JAMB (PLF)
ZED
i57.8 -88.8
5'-0'
1 +51.2 -99.2
0
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/ R 12 GA BO71DN BRACKET
/ FACTORY ATTACHED WITH
W3) 1 4-14x5/5'
TIE SCREWS
2' SIM ROLLER
WIN 4• STET
WINDLOAD SPECIFICATION OPTION CODE 0500
MA
1/11/06 GRT
SHEET 1 OF I
AWING PART NO. RE
313584 P
ICI �NV �6-51
EXTERIOR RESEARCH & DESIGN, LLC.
y' Certificate of Authorization #9503
j# mfR9NlTY� 353 CHRISTIAN STREET, UNIT #13
1 V ERD OXFORD, CT 06478
I PHONE:-(203) 26279245
FAX:(203) 262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-114
One Owens Corning Parkway F1.10674-119
Toledo, OH 43659 Date of Issuance: 02/06/2012
Revision 4: 03/04/2014
SCOPE:
This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 FBC and 2010 FBC Residential Volume sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein,
CON77:NUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinityJERD Evaluated" may
be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 7.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 03/D4/2014
This does not serve as an electronically signed
document. Signed, sealed hardcoples have been
transmitted to the product Appmval Administrator and
to the named dient
CERTIFICATION OF INDEPENDEFICE:
1. TrinitylERD does not have, nor does R Intend to acquire or will It acquire, a financial Interest In any company manufacturing or
distributing products It evaluates.
2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evahuates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which
the evaluation reports are being Issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved In the approval process of the
product
i TRINITY I ERD
6.3.6 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Frevamug
Wind Direction s h tStrip
A—� e• Fgwme
Fasten W
FCam EErpowd
with
Roof Commt
6.3.7 Minimum Nailing - Duralkidge' Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to
Owens Coming published installation instructions for their minimum requirements.
7. LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo
of the Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications
detailed in FBC Table 1507.2.7.1 / R905.2.6.1.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule
9N-3 QA requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC- QUA9625 ; (414) 248-6409; karen.buchmannCa)ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4
Certificate of Authorization 59503 F1.10674-119
Revision 4: 03/04/2014
\' TRINITY; ERD
6.3.3 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge:
Fig.1
a--- Pmrarnuvmla
RheGdn
6.3.4 Minimum Nailing - Hip & Ridge with Sealant:
em g:-2 - N' Wind Faster ho Rittem
rene Shingle
and' DiscardU2,4
Strip12Faisten rp: 5
t)istance
72'r
6.3.5 Minimum Nailing - WeatherGuardp HP Hip and Ridge:
Fig. C_Hip $ Ridge Shingle Fastening
TopVkrr
Idib Raid
A
ai
C �
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R4
Certificate ofAuthorizatf"n .F9503 FL10674-R9
Revision 4: 03/04/2014
Page 6 of 7
6.2.9 Minimum Nailing - TruDefinitionO Oakridge®, Oakridge®:
4 Nail Pot=
rsp ew M-4lows _
6.2.10 Minimum Nailing - WeatherGuardp HP:
Bwawew6daws
661ragN o
"ep&*0Ud0FV9pd9
,`! ! RINITY i ERD
- 1• f � . �TbR/d9Ylw
r• i vi.
•• •• •• ••- 6�u�YfsiitJlCb
6.3 Hip & Ridge Shingles:
56WEMam '
Ev0damde6674p4
6.3.1 Installation of Berkshire® Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant,
WeatherGuardO HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply
with the manufacturer's current published instructions, using four (4) nails per shingle.
Installation of DurallidgeTM Hip & Ridge Shingles shall comply with the manufacturer's current
published Instructions, using two (2) nails per shingle. Refer to Owens Coming published
information on wind resistance and installation limitations, including the use of hand -sealing
for wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4
CertlR®te ofAuthodkallon 09503 FL10674-R9
Revision 4: 03/04/2014
Page 5of7
6•Esposum
Egwtictdn
6.2.6 Minimum Nailing - Berkshire@:
6.2.7 Minimum Nailing _ Devonshlrea :
Tl
malls
6.2.5 Minimum Nailing - Classic@ & Supreme
a
Nonttai NIBnawd or Amopma
WindAmes High Vim! dosvbnesy
Area pam Wonfos nosalss Atoms aimntaP hmrtos
\'i TRINITY? ERD
Norml Nlanssrd or Ana porn
YffmdAaem High Nand deavamm� y
Al pas vfmntos nonnaw AtMOS tlingtOs fnaltba
'1, IAI t.r r z• la. z• r I r IAI 1' 2 la r 1.
n
66/e'Esposum
Egasfcidn
111111125
r
r
saabmsafp
46edosdle�r
yo o�
1'
6.2.8 Minimum Nailing - Duration@, TruDefinition@ Duration, Duration@ Premium Cool &
TruDefinition® Duration® Designer Color Collection:
4 Nap Patlam
E&Powdoddams
SURNaIPh51i taw wM
Arreeaadedawz5uidla0a
/• t-
a a'
5r.'etposup Nab 595.^Papmms
5SW§-C6G'wdd6n darai. 6HPP79•da4pmddbn
Exterior Research and Design, LLC.
Certificate ofAuthorimtfon A19503
BNap. amoamauroena
4lmhimn WntbF
We ,imaanopmamam.
lboabe
Ir
dg apf:aeaaa�mu eni
m n -n t^.a4mtPaN/brvG
�p ammrmmrmata
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514•Fipasure Naps sly Fxpossn
%prdg•Da atpwklbn davw 5%WM.dmegodd6n
Evaluation Report 037940.02.12-R4
FL10674-R9
Revision 4: 03/04/2014
Page 4 of 7
6.
` J TRINITY I ERD
5.3.1 All Owens Coming shingles noted herein are Classified in accordance with FBC Tables
1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating
the shingles are acceptable for us in all wind zones up to Vaw = 150 mph (V jt = 194 mph).
Refer to Section 6 for installation requirements to meet this wind rating.
5.3.2 All Owens Coming hip & ridge shingles and Starter Strip Plus noted herein are Classified in
accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F,indicating the
shingles are acceptable for us In all wind zones up to V,0 = 150 mph (V it = 194 mph). Refer
to Section 6 for Installation requirements to meet this wind rating.
5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60
feet or less. Calculations by a qualified design professional are required for conditions outside
these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.3.4 Refer to Owens Coming published information on wind resistance and installation limitations.
5.4 All products in the roof assembly shall have quality assurance audit in accordance with the
Florida Building Code and F.A.C. Rule 9N-3.
INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Coming and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1S07.2.3, 1507.2.4
or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published
instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2
or R905.2, with the following exceptions:
D Berkshire® shingles require minimum five (5) nails per shingle.
D WeatherGuard® HP shingles require minimum six (6) nails per shingle.
D DevonshireTM shingles require minimum six (6) nails per shingle.
D Starter Strip Plus requires minimum five (5) nails per strip.
Refer to Owens Coming published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of
fastening are required. Contact the shingle manufacturer for details.
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4
Cerdtimte ofAuthorizatlon #9503 FL10674-R9
Revision 4: 03/04/2014
o�..a � ..s V
i. +ice
'\,/TPJNITYI ERD
Roomm SYSTEMS EvALuATIoN:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Coming, have
demonstrated compliance with the following sections of the Florida Building Code and Florida Building
Code, Residential Volume through testing In accordance with the fallowing Standards. Compliance is
subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard
Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462
2007
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F
2006
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H
2O07
3. REFERENCES:
En l Examination Reference
Date
UL LLC (CER9626) Physicals & Wind Resistance File R2453, Vol. 3
02/15/2007
UL LLC (CER9626) Physicals & Wind Resistance 20120516-112453
05/16/2012
UL LLC (TST9628) Physical Properties 06CA20263
04/18/2006
UL LLC (TST9628) Wind Resistance 11CA34308
02/18/2012
UL LLC (TST9628) Physicals & Wind Resistance 4786093137
02/01/2014
UL LLC (TST9628) Wind Resistance 4786126532
02/10/2014
UL LLC (TST9628) Physical Properties Classification letter
02/13/2014
Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs
Various
UL LLC (QUA9625) Quality Control Service Confirmation R2453
Exp. 09/26/2014
4. PRODUCr DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic® and Supreme® are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire® are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 Devonshlrem are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration®, TruDefinitionO Duration®, Duration® Premium Cool, TruDefinitiono Duration®
Designer Color Collection, TruDefinitionO OakridgeO, OakridgeO and WeatherGuardO HP are
fiberglass reinforced, laminated asphalt roof shingles.
4.2 Berkshire® Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuardo HP Hip
& Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRldger" Hip & Ridge Shingles are
fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
5. LImiTATiONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Wind Classification:
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4
Certiriicate ofAuthorizaBon B95t13 FL10674-R9
Revision 4: 03/04/2014
0.__ 7 " 9
f 1 EXTERIOR RESEARCH & DESIGN, LLC.
'> _ ,j Certificate of Authorization #9503
? UNIT *13
353 CHRISTIA OXFORD,,
TPJN�lY j ERD CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12-R4
One Owens Corning Parkway FL10674-R9
Toledo, OH 43659 Date of Issuance: 02/06/2012
Revision 4: 03/04/2014
SCOPE:
This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 FBC and 2010 FBC Residential Volume sections noted herein.
DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report -is valid until such time as the named product(s)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. TrinityIERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitVIERD Evaluated' may
be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 7.
Prepared by:
Robert ].M. Nieminen, P.E.
Florida Registration No. 59166, Florida OCI ANE1983
The facsimile seal appearing was authorized
by Robert Nieminen, P.E. on 03/04/2014
This does not serve as an electronically signed
document. Signed, sealed hardimpies have been
transmitted to the Product Approval Administrator and
to the named dient
CERTIFICATION OF INDEFENDENQ:
1. TrinitylERD does not have, nor does It Intend to acquire or will It acquire, a financial Interest in any company manufacturing or
distributing products it evaluates.
2. TrinityiERD Is not owned, operated or controlled by any company manufacturing or distnbuting product it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distnbutlng products for which
the evaluation reports are being Issued.
4. Robert Nleminen, P.E. does not have, nw will acquire, a financial Interest In any other entity Involved in the approval pmcess of the
product.
`oJ TPJNIIY I ERD
ROOFING SYsTEMs EvALUATIom
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Coming, have
demonstrated compliance with the following sections of the Florida Building Code and Florida Building
Code, Residential Volume through testing in accordance with the following Standards. Compliance is
subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section roe Standard
Year
1507.2.5, R905.2.4 Physical Properties ASTM D3462
2007
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F
2006
1507.2.7.1, 11905.2.6.1 Wind Resistance ASTM D7158, Class H
2O07
3. REFERENCES:
Entity Examination Reference
Date
UL LLC (CER9626) Physicals & Wind Resistance File R2453, Val, 3
02/15/2007
UL LLC (CER9626) Physicals & Wind Resistance 2o12o516-R24s3
05/16/2012
UL LLC (TST9628) Physical Properties 06CA20263
04/18/2006
UL LLC (TST9628) Wind Resistance 11CA34308
02/18/2012
UL LLC (TST9628) Physicals & Wind Resistance 4786093137
02/01/2014
UL LLC (TST9628) Wind Resistance 4786126532
02/10/2014
UL LLC (TS19628) Physical Properties Classification letter
02/13/2014
Miami -Dade (CER1592) FBC HVHZ Compliance Various NOAs
Various
UL LLC (QUA9625) Quality Control Service Confirmation R2453 Exp. 09/26/2014
4. iaRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic® and Supremee are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Berkshire® are -fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.3 Devonshlrem are fiberglass reinforced, 5-tab asphalt roof shingles.
4.1.4 Duration®, TruDefinitionO Duration®, Duration® Premium Cool,
TruDefinitionO DuratlonO
Designer Color Collection, TruDefinitionO OakridgeO, OakridgeO and WeatherGuardO HP are
fiberglass reinforced, laminated asphalt roof shingles.
4.2 Berkshire® Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant, WeatherGuardO HP Hip
& Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRldgeTM
Hip & Ridge Shingles are
fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This Evaluation Report is not for use in the HVHZ.
5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
5.3 Wind Classification:
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4
CertiR®Ee of Authorization u9503 FL10674-R9
Revision 4: 03/04/2014
Page 2 of 7
6.
J TRINITY'! ERD
5.3.1 All Owens Coming shingles noted herein are Classified in accordance with FBC Tables
1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating
the shingles are acceptable for us In all wind zones up to V,,d = 150 mph (V it = 194 mph).
Refer to Section 6 for installation requirements to meet this wind rating.
5.3.2 All Owens Coming hip & ridge shingles and Starter Strip Plus noted herein are Classified in
accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F,indicating the
shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V,lt = 194 mph). Refer
to Section 6 for installation requirements to meet this wind rating.
5.3.3 Classification by ASiM D7158 applies to exposure category B or C and a building height of 60
feet or less. Calculations by a qualified design professional are required for conditions outside
these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.3.4 Refer to Owens Coming published information on wind resistance and installation limitations.
5.4 All products in the roof assembly shall have quality assurance audit in accordance with the
Florida Building Code and F.A.C. Rule 9N-3.
YNSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to Owens Coming and shall hold current Florida Statewide
Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4
or R905.2.3.
6.2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall comply with the manufacturers current published
instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2
or R905.2, with the following exceptions:
D Berkshire® shingles require minimum five (5) nails per shingle.
D WeatherGuard® HP shingles require minimum six (6) nails per shingle.
DevonshireTM shingles require minimum six (6) nails per shingle.
➢ Starter Strip Plus requires minimum five (5) nails per strip.
Refer to Owens Coming published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturers published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of
fastening are required. Contact the shingle manufacturer for details.
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R4
Certifimte ofAuthorimtion #9503 F1.10674-119
Revision 4: 03/04/2014
Pana n of 7
6.2.5 Minimum Nailing - Classic@ & Supreme:
Normal CAaffaYrd Or Arno porn
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6.2.7 Minimum Nailing - DevonshireTM:
s+.
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normal Mansard or Aron Pero
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Amn Pam -lentos narrrnslas Arens viertras hnerms
1. M rGVExposum
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6.2.8 Minimum Nailing - Duration@, TruDefinition@ Duration, Duration@ Premium Cool &
TruDefinitionO Duration® Designer Color Collection:
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Exterior Research and Design, LLC.
Certificate of AuthoAraUan #9503
6Het . Wrtadrn7algpflon
Pad@m h4nhimnfvnt4F
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�6daem • s q eon AIOC+Ib
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Evaluation Report 037940.02.12-R4
FI.10674-119
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Pave 4 of 7
6.2.9 Minimum Nailing — TruDefinition® Oakridge@, Oakridge@:
4 N61 Patten
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6.2.10 Minimum Nailing — WeatherGuard® HP:
TPJNIIY i ERD
6 Nail Mom
Esgnnn =6davos
T T
4' ---)H
Nars M
6618`Erpmme 55 Gym 78"6pow'a.
O�o"ddaMpWg E*Wd6n&66BpWg.
f• f �. �R:Ylllav
_ d��ilre�i¢clb
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire® Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant,
WeatherGuard® HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply
with the manufacturer's current published instructions, using four (4) nails per shingle.
Installation of DuraRidgeTM Hip & Ridge Shingles shall comply with the manufacturer's current
published instructions, using two (2) nails per shingle. Refer to Owens Coming published
information on wind resistance and installation limitations, including the use of hand -sealing
for wind warranties.
6.3.2 Fasteners shall be In accordance with the manufacturer's published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-R4
Certificate ofAudwrization #9503 F1.10674-1119
Revision 4: 03/04/2014
Paue S of 7
6.3.3
6.3.4
6.3.5
Minimum Nailing - Berkshire@ Hip & Ridge and High Ridge:
W��'—
Minimum Nailing - Hip & Ridge with Sealant:
Exposure
Minimum Nailing - WeatherGuard@ HP Hip and Ridge:
Fig. d
n aao vma
4—elWbo '
tbi4^ �—
Exterior Research and Design, I.I.C.
Certif7cate orAuthorization R9503
� \IJI TPJNITY I ERD
Fig. C Hip & RidgeShingle{astening
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Evaluation Report 037940.02.12-114
FL10674-R9
Revision 4: 03/04/2014
o�..e a ..s �
\' TRINITY 1 ER®
6.3.6 Minimum Nailing - ProEdge Hip & Ridge Shingles:
PrevaMng
...wind -Direction SadaM Sldp _ _ _
6' Egwstve
FW"TN
Cover EKPM-d .
Hatmo wM
Roof Cemmd
6.3.7 Minimum Nailing - DuraRidgeTM Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to
Owens Coming published installation instructions for their minimum requirements.
Dirv�6� dA Amn prodmi®neo
7. LABELING:
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo
of the Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall Indicate compliance with one of the required classifications
detailed In FBC Table 1507.2.7.1 / R905.2.6.1.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the
installation of this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for Information on which plants produce products covered by Florida Rule
9N-3 QA requirements.
10. QUALiIY AssURANCE ENTITY:
UL LLC- QUA9625 ; (414) 248-6409; karen.buchmann(o)ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-114
Certffimte ofAuthorhmffon #95e3 FL10674-119
Revision 4: 03/04/2014
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