HomeMy WebLinkAboutNotice of Acceptance ST. L.UCIE COUNTY
E3UIL;DINO DIVISION
RENIVIMIIED
REVIE%%'ED By,
DATE: .D _
MIAMI•DADE PLANS AND PERMIT MIAMIDADECOUNTY
MUST BE KEPT ON JOB OR PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY EI 8>f� r_ 1ADE
� 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE NOA T(786)315-2590 F(786)315-2599
Sun-TekManufacturing,Inc. NEW 0
10303 General Drive.
Orlando,FL 32824
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: ICMG Skylight System
APPROVAL DOCUMENT: Drawing No. STI-00000290,titled"ICMG",sheet 1 &2 of 2,prepared by Sun-Tek
Manufacturing,Inc.,dated August 07,2007,with last revision"A"dated May 04,2015,signed and sealed by James
D. Wells, Jr., P.E., on May 04, 2015, bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state,model/series
and the following statement: "Miami-Dade County Product Contitil 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 NOA revises NOA# 13-1010.09 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as
well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
1J NOA No. 15-0513.09
MIAMI•DADECOUNTY Expiration Date: 10/10/2018
LUZ 1 Approval Date: 09/03/2015
p� J o3,Zo j5 Page 1
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Sun-Tek Manufacturing,Inc.
I NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
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1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0425.05
A. DRAWINGS
1. Drawing No. STI-00000290-SHTIISHT2, titled "ICMG", sheet I & 2 of 2,prepared by Sun-
Tek Manufacturing, Inc, dated 06104107, with last revision dated 08107107, signed and sealed
by lames D. Wells, Jr., P.E.
B. TESTS(submitted under NOA#02-0729.07)
1. Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per
PA 203 and Uniform Static Air Pressure Test per PA 202 of "Model ICMG 4949
Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National
Certified Testing Laboratories, Report No. 210-2789-1, 2 & 3, dated 03118102, signed
and sealed by B. Portnoy, PE.
C. CALCULATIONS
1. Anchor Calculations for attachment of skylight to cubing and curbing to decking, dated
08113107, signed and sealed by James D. Wells, Jr., P.E.
D. MATERIAL CERTIFICATIONS (submitted under NOA#02-0729.07)
1. Die drawings No. STI 214 of Deco Ring prepared by Sun-Tek Manufacturing, Inc. on
6119195.
2. Die drawing No. STI-205 of Curb Frame prepared by Sun-Tek Manufacturing, Inc. on
12126196.
E. STATEMENTS (submitted under NOA#02-0729.07)
1. Code compliance and No Interest letter issued by Product Technology Corporation on
08127102, signed and sealed by R. J. Quiroga PE.
F. OTHER .
1. NOA renewal request letter issued by Sun-Tek Manufacturing, Inc., dated 08116107,
signed by James Feudner.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-0601.03
A. DRAWINGS
1. Drawing No. STI-00000290-SH771SHT2, titled "ICMG", sheet I &2 of 2,prepared by
Sun-Tek Manufacturing, Inc., dated August 07, 2007, with last revision "A" dated
October 14, 2011, signed and sealed by James D. Wells, Jr., P.E.
lmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0513.09
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Expiration Date; 10/10/2018
Approval Date; 09/03/2015
E-1
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Sun-Tek Manufacturing,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. Test Addendum for Test Report NCTL 210-2760-1, prepared by national Certified
Testing Laboratories,•dated October 17, 2011, certifying the interlayer thickness,
signed by Mark Bennett, Manager of Testing Services (see NOA411-0601.02).
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Permitting, Environment, and Regulatory
Affairs (PERA).
E. MATERIAL.CERTIFICATIONS
1. None,
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#12-1011.16
A. DRAWINGS
1. Drawing No. STI-00000290, titled. "ICMG", sheet 1 & 2 of 2, prepared by Sun-Tek
.Manufacturing, Inc., dated August 07, 2007, with last revision "A" dated May 03,
2012, signed and sealed by James D. Wells, Jr., P.E.
B. TESTS
1. None,
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHERS
1, A compliance letter, prepared by J& L Wells Consulting LLC, dated April 25, 2012,
certifying compliance with FBC 2010 edition, sign and sealed by James D. Wells, Jr.,
P.E.
2. Verification 'testing to be performed per letter from National Certified Testing
Laboratories, dated September 18, 2012, signed by Christopher Bennett.
elmy A.Makar,P.E.,M.S.
.Product Control Section Supervisor
NOA No. 15-0513.09
Expiration Date: 1 011 012 01 8
Approval Date: 09/03/2015
E-2
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Sun-Tek Manufacturing Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL# 13-1010.09
A. DRAWINGS
1. Drawing No. STI-00000290, titled "ICMG", sheet I & 2 of 2, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007) with last revision "A" dated May 03,
2012, signed and sealed by James D. Wells, Jr., P.E.
B. TESTS
1. Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per
PA 203 and Uniform Static Air Pressure Test per PA 202 of "Model_ICMG 4949
Insulated Glass Skylight with Polycarbonate Inner Liner" prepared by National
Certified Testing Laboratories, Report No. 210-3915-02, dated 09113113, signed and
sealed by Gerard J. Ferrara, P.E.,.on.09124113.
2. Revised Test Report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure
Test per PA 203 and Uniform Static Air Pressure Test per PA 202 of "Model ICMG
4949 Insulated Glass Skylight with Polycarbonate Inner Liner"prepared by National
Certified Testing Laboratories, Report No. 210-3915-02, dated 09113113, revised'on
02126114, signed and sealed by Gerard J. Ferrara, P.E., on 02128114.
C. CALCULATIONS
1. Anchor Calculations for attachment of skylight to cubing and curbing to decking, dated
10103113, signed and sealed by James D. Wells, Jr., P.E., on 10103113.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
5. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. STI-00000290, titled "ICMG", sheet I & 2 of 2, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007, with last revision "A" dated May 04,
2015) signed and sealed by James D. Wells, Jr., P.E., on May. 04, 2015.
B.' TESTS .
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0513.09
Expiration Date: 10/10/2018
Approval Date: 09/03/2015
E-3
PART NAME:ICMG SKYLIGHT ASSEMBLY FILE NAME:Z:\DWG\DWG\ACAD 2000 DRAWINGS\DADE COUNTY ICMG STI-00000290-SHT1 I SHEET 1 OF 2 DWG.NO.STI-00000290-SHT1
DECO CLIP 0.075
6063 T-6 ALUMINUM 17/32' SILICONE BEDDING
GLASS BITE
OUTBOARD DSB (CONTINUOUS)
SILICONE TEMPERED SWGGLE INSULATED
TOP AND BOTTOM ro GLASS SPACER(CONTINUOUS) STI-214 DECO RING 0.050 MITRED
OF POLYCARBONATE AND WRAP AROUND
(CONTINUOUS) 6063 T-6 ALUMNIUM 1.55WDE X 1.1&'HIGH
INSULATED SPACE
ARGON GAS FILLED v��i ARGON GAS FILLED (7)PER SIDE/NUT
INBOARi)DSB 0.125 X 2'6063 T-6
io ALUMINUM FLAT BAR CUT
STI-205(0.06(r)MITERED AND STI-6 GLASS TEMPERED WITH WELDED CORNERS
WELDED CORNERS EPDM GASKET
245"WIDE x 3.9T HIGH
6063 T-6 ALUMNIUM
CONTINUOUS WOOD LINER STI401- 1f4.
1.16'WIDE X 0.935 HIGH MAX
.177 POLYCARBONATE SHEET N1zx2'PHILLIPS PAN
PALRAM PALSUN OR HEAD SCREW(S)PER SIDE
SHEFFIELD MAKROLON GP OR
2X CURB HEIGHT TO BE
SABIC LEXAN 9034 I EMBE MENT
SUFFICIENT TO MAINTAIN
12X 1 12 CLOSED CELLPVC 4"MINIMUM LOWEST POINT
FOAM TAPE OF FRAME TO ROOF SURFACE
SUPPLIED BY OTHERS
LIGHT TUNNEL MATERIAL (APPROVED BY DADE COUNTY)
110 X 2-12'DECK SCREW BY OTHERS(APPROVED min 30°
4"MINIMUM ROOF BY DADE COUNTY)
SURFACE TO LIP ROOFING FELT
DESIGN PRESSURE RATING 180 PSF. �"FLASHING BY OTHERS IN
LARGE MISSILEIMPACTRESISTANCE / ACCORDANCE WTH NRCA
SHINGLES BUTYL
(SEE NOTE 1) SEALANT(CONTINOUS)
518"MIN.
EMBEDMENT -
Engineer of Record yj NOTE:
James D.Wells, Jr.,P.E. `� a'min (1)ALL ROOFING DETAILS SHALL COMPLY WITH ROOF DECK
Professional Engineer No. 53616 Protrusion CHAPTER 15 OF THE 2014 FLORIDA BUILDING CODE 5/8 PRODUCT REVISED MINIMttuti�ri�i
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF moomPlAng%iththoFlorid. X��gOAVIDW�ZBuildinda
�/�
SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT Am expn to
ptaBncuNo oS s.oq �� � V�O°M O`s� Z
JR Wells Consulting LLC INSULATION.FOR INSULATION AND TILE ROOF ADD vllon Da
1453 Arbitus Circle TILE HEIGHT AND INSULATION THICKNESS TO 4". Dr �0/8 _ 0. 3616 *=
Oviedo, FI.32765 (3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL ��' ° °'i°"n'"I =p a
COMPATIBLE WITH ALUMINUM. �EOF Z�4
(407)496-5489 (4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. % �aRm�.
Certificate of Authorization (5)TESTED TO TAS 201,TAS 202 AND TAS 203. ��i •- ���
No.27162 ///NAI.
REVISION: Q 5/B"WAS 1/7'8 REVISION: PRODUCT NAME:
REVISE SHT.20F (CMG SUN-TEK MANUFACTURING, INC.
2
BY: BSD DATE: 06f07/07 BY: DATE: DRAWN BY:JWF DATE: 0 510 3120 1 DWG NO.STI-00000290-SHT1 REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824
A.
PART NAME:ICMG SKYLIGHT PLAN VIEW FILE NAME:H:1DWG\DWG\ACAD 2000 DRAWINGS\DADE COUNTY ICMG STI-00000290-SHT2 SHEET 2 OF 2 DWG.NO.STI 00000290-SHT2
51.375 DESIGN PRE SURE RATING±80 PSF. SILICONE BEDDING(CONTINUOS) DECO RING 0.05RAPAROUND IUM
Max, MITERED AND WRAP AROUND
LARGE MISSILE IMPACT RESISTANCE DECO CLIP 0.075
' SILICONE TOP AND BOTTOM OUTBOARDGLASS
OF POLYCARBONATE DSB TEMPERED(118')
(CONTINUOS)
10.843754 6832 x 3 bon wl nut
4.00- 10.84375 Engineer of Record m per side ��F� 8'
�10.84375 ►r 110.84375 4.00 ( 4•00 James D.Wells,,Jr.,P.E.
� 0.125X 2'ALUMNIUM FLAT BAR
Professional Engineer No.53616 60WT-BBUTTWELDEDCORNERS INBOARD DSB
STI6 GLA53 7EMPERED(118-)
STI-205(0.0W)MITERED GASKET
AND WELDED CORNERS
723 J&L Wells Consulting LLC WOOD LINER
ICMG 4949 1 y 1453 Arbitus Circle #12 X2"PHILLIPS PAN
Oviedo, FI,32765 HEAD SCREW SHEFR` IANo OR
PALRAMPAMNOR
#12X 2 PHILLIPS P HDSCREW (407)496-5489 SABICLEKAN9094
].23 112 x 1 112 dosed cell PVC
FASTENED SKYLIGHT TO CURB FLASHING BY OTHERS IN
(5)PER SIDE Certificate of Authorization ACCORDANCE WITHNRCA roamtape
No.271��
#10 X 2.1/2'DECK SCREW
#"2 X 314 BOLT W/NUT ATTACHES I 7.23 �� DAVID W / (8)PER SIDE LIGHT TUNNEL MATERIAL
`1 (� / 4"miD BYOTHERS(APPROVED
51.375 FRAME TO ALUMINUM BAR `�� V�(:tk�a %��� roof surface to lip ROOFING FELT BY DADE COUNTY)
(7)PER SIDE * 0.5361E
max
7.23 �.� SHINGLES(1)
7DI1i Au 2XCURBHEIGHTTOBESUFFICIENTTO
DAYLIGHT OPENING MAINTAIN 4•MINIMUM CLEARANCE
EOF �� BETWEEN ROOF SURFACE AND
45.5"(MAX)X 45.5"(MAX) i� [pp(D* ()j�� LOWEST LIP OF FRAME CURB
SUPPLIED BY 7.23 i��IpNAL���� DADE COUNTY)
(APPROVED BY
CURB TO DECK FASTENERS I /j//11111111�� ROOF DECK51W MINIMUM BUTYL
#10 X 2.5" � SEALANT o min
protf min
I I 7.23 FASTENER SCHEDULE SKYLIGHT TO CURB FASTENER SCHEDULE CURB FASTENER SCHEDULE
#12 X 2"PHILLIPS PAN HEAD ATO DECK SUB-FRAME TO FRAME
SCREWS #10 X 2-1/2"DECK SCREWS #8-32 BOLT w/NUT
TIP TO MODEL PER PER PER PER PER
TIP LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE LONG SIDE SHORT SIDE
—_I 5.93 4.0 51.375 x 51.37 4949 5 5 8 8 7 7
5.93 48.375 x 48.375 4646 5 5 8 8 7 7
4.00 35.375 x 51.375 3349 5 4 8 6 7 5
NOTE: 4.00 35.375 x 35.375 3333 4 4 6 6 5 5
*(1)ALL ROOFING DETAILS SHALL COMPLY WITH 32.375 x 48.375 3046 5 4 8 5 7 5
CHAPTER 15 OF THE 2014 FLORIDA BUILDING CODE 32.375 x 32.375 3030 4 4 5 5 5 5
C'comp yi RL th the 27.375 x 51.375 2549 5 3 8 5
(2)4 MINIMUM DISTANCE FROM ANGLE LIP TO ROOF es complying rim tlta Florida
SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT Building Coda 27.375x35.375 2533 4 3 6 5 5 4
Acceptance Ne -D 513.og 27.375 x 27.375 2525 3 3 5 5 4 4
INSULATION.FOR INSULATION AND TILE ROOF ADD Acc�IDadua
s824.375x48.375 224E 5 3 8 3 7 4
TILE HEIGHT AND INSULATION THICKNESS TO 4". 24.375 x 32.375 2230 4 3 5 3 5 4
(3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIa act en�r' 244375 x 24.375 2222 3 3 3 3 4 4
COMPATIBLE WITH ALUMINUM. 19.375x51.376 1749 1�j
3 8 3 7 3
(4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. 19.375 x 35.375 1733 3 6 3 5 3
16.375 x 48.375 1446 2 8 3 7 3
16.375 x 32.375 1430 1 2 1 5 3 5 3
REVISION: REVISION: PRODUCTNAME: ICMG SUN—TEK MANUFACTURING, INC.
BY: DATE: BY: DATE: DRAWN BY: JWF I DATE: 08/05120111 DWG NO. STI-00000290-SHT2 I REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824
r
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
i TRINITY ER® OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
GAF Evaluation Report 01506.01.08-1121
1 Campus Drive FL10124-R19
Parsippany,NJ 07054 Date of Issuance:01/03/2008
Revision 21:08/26/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 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 evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Asphalt Roof Shingles
LABELING: Labeling shall be 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. Trinity IERD 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 "Trinity I ERD 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 6.
Prepared by: �tp4rttttn,,,,
sue: sue'
''?�FS� :••lam`.�'4`• The facsimile seal appearing was authorized by Robert Nleminen,
Robert J.M.Nieminen,P.E. P.E.onOR/26/2D36.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
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.
S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are,in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
' r
TRINITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, 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 Property Standard Year
1507.2.4,R905.2.3 Physical Properties ASTM D1970 2009
1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008
1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 1995
3. REFERENCES:
Entity Examination Reference Date
GAF(PDM 1915) Letter of Equivalency Seal-A-Ridge Impact Resistant IR O1/13/2012
PRI(TST 5878) Physical Properties GAF-025-02-01 03/27/2002
PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004
PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005
PRI(TST 5878) Physical Properties GAF-324-02-01 12/O1/2011
PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013
UL(TST 1740) ASTM D3462 93NK6295 11/29/1993
UL(TST 1740) ASTM D3462 99NK43835 01/12/2000
UL(TST 1740) TAS 107 94NK9632 03/29/2000
UL(TST 1740) ASTM D3462 01NK06632 02/02/2001
UL(TST 1740) ASTM D3161,TAS 107 01NK9226 05/21/2001
UL(TST 1740) ASTM D3161 01NK37122 12/18/2001
UL(TST 1740) ASTM D3462 01NK37122 12/19/2001
UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002
UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002
UL(TST 1740) ASTM D3161 03CA5367 03/11/2003
UL(TST 1740) ASTM D3462 03NK26444 10/17/2003
UL(TST 1740) ASTM D3462 04NK13850 06/07/2004
UL(TST 1740) ASTM D3161 04NK13850 06/23/2004
UL(TST 1740) ASTM D3161 04NK30546 03/10/2005
UL(TST 1740) ASTM D3462 04NK22009 05/06/2005
UL(TST 1740) ASTM D3161 04NK22009 05/09/2005
UL(TST 1740) ASTM D3462 05NK27924 02/10/2006
UL(TST 1740) ASTM D3161 05NK27924 02/11/2006
UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006
UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006
UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006
UL(TST 1740) ASTM D3462 06CA31603 12/01/2006
UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006
UL(TST 1740) ASTM D3161 07NK05228 03/13/2007
UL(TST 1740) ASTM D3161 06CA31611 04/04/2007
UL(TST 1740) ASTM D3161 06CA61148 04/09/2007
UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007
UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 03/13/2008
UL(TST 1740) ASTM D3161,D3462 07CA55908 04/01/2008
Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R21
Certificate of Authorization#9503 FL10124-1139
Revision 21:08/26/2016
Page 2 of 6
TRINITY�ERD
Enti Examination Reference Date
UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009
UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009
UL(TST 1740) ASTM D3161,D7158,D3462 09NK06647 08/O1/2009
UL(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009
UL(TST 1740) ASTM D3161,D7158,D3462 1OCA35554 03/05/2010
UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010
UL(TST 1740) ASTM D3462 IOCA07264 05/27/2010
UL(TST 1740) ASTM D3462 IOCA11953 10/29/2010
UL(TST 1740) ASTM D3161,D7158,D3462 10NK11951 10/30/2010
UL(TST 1740) ASTM D3161,D7158,D3462 10NK12070 11/04/2010
UL(TST 1740) ASTM D3161,D7158,D3462 0SCA06100 01/30/2010
UL(TST 1740) ASTM D3161,D7158,D3462 10CA53934 03/31/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48409 12/08/2011
UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011
UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013
UL,I.I.C.(TST 9628) ASTM D3161 12CA38083 02/26/2013
UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013
UL,LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4786875675 07/17/2015
UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mobile,AL 12/28/2015
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Myerstown,PA 02/23/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tuscaloosa,AL 02/26/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Michigan Cty,IN 03/02/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Shafter,CA 02/18/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Savannah,GA 02/24/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Minneapolis,MN 02/09/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Mt.Vernon,IN 02/09/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Baltimore,MD 03/O1/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Tampa,FL 02/29/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Dallas,TX 02/17/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Ennis,TX 02/03/2016
UL,LLC.(QUA 9625) Quality Control Inspection Report,R21,Fontana,CA 03/03/2016
4. PRODUCT D TION:
4.1 As halt Shin s:
4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel° are a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 Camelot®, Camelot® Ii, Fortitude'"', Glenwood'"', Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR,
Grand Sequoia® ArmorShieldTm, Monaco®, Sienna®, Timberline® American Harvest®, Timberline®
ArmorShieldTm II,Timberline®Natural Shadow®,Ti------mberl ink_,TimberlineO Cool Series®,Timberline Ultra
HD®and Woodland®are fiberglass reinforced,laminated asphalt roof shingles.
4.1.3 Slateline®is a fiberglass reinforced 5-tab asphalt roof shingle.
4.2 Hip&Ridge Shingles:
4.2.1 Seal-A-Ridge® Ridge Cap Shingles, Seal-A-Ridge`s IR Impact-Resistant Ridge Cap Shingles, Seal-A-Ridge®
ArmorShield'" Ridge Cap Shingles and Timbertexg Premium Ridge Cap Shingles are fiberglass reinforced,hip
and ridge asphalt roof shingles.
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4.3 Accessory Starter Strips:
4.3.1 Pro-Start® Eave/Rake Starter Strip Shingles and WeatherBlockerm Premium Eave/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS
modified bitumen starter strip,nominal 9-inch x 33 ft roll,for use with asphalt shingles with exposure of 6-
inch or less.
4.3.3 StarterMatch'" Sharter Strip Shingles are color-coordinated starter strips for use with Grand Canyon® and
Grand Sequoia® series asphalt shingles. StarterMatchTm are installed as the second starter for Grand
q
on CanY ®and Grand Sequoia"series installations.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 The GAF asphalt shingles noted in Section 4.1 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
use in all wind zones up to Vasd=150 mph(V„it=194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 The GAF hip&ridge shingles noted in Section 4.2 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 use in all wind zones up to
Vasa=150 mph(V,,,t=194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and.a
mean roof 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.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building
Code and F.A.C.Rule 61G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be
Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3.
6.2 Starter Shingles or Starter Strip:
6.2.1 Installation of Pro-Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip
Shingles and QuickStart Peel&Stick Starter Roll shall comply with the GAF current published instructions.
6.3 Asphalt Shingles:
6.3.1 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:
➢ Camelot,Camelot II, Grand Canyon,Grand Sequoia,Grand Sequoia IR,Grand Sequoia ArmorShield,and
Woodland require minimum five(5)nails per shingle.
➢ Slateline requires minimum six(6)nails per shingle.
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6.3.2 Fasteners shall be in accordance with manufacturer's published requirements,but not less than FBC 1507.2.6
or R905.2.5. Staples are not permitted.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the shingle manufacturer for details.
6.4 Hip&Ridge Shingles:
6.4.1 Installation of Seal-A-Ridge Ridge Cap Shingles,Seal-A-Ridge IR Impact-Resistant Ridge Cap Shingles and Seal-
A-Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current.published instructions
with a minimum two(2)nails,minimum 3/8-inch head diameter,per shingle and nominal 0.25-inch diameter
beads of Henkel"Loctite PL S30 Roof&Flashing Sealant".
11.5° Sealant
1° (292mm) 1° Sellante
(25 MM) (25 mm} Enduit d'6tanchkd
• • 12'
(305 mm)
Nail
Clavo
(168$�194 mm) Clouer
t
12'
(305 mm)
6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current
published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and
beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
j f<.r Seatritn
1e e-Gr2 miml 1¢ Sallinto
min) M5""11 Enduit d btanchi4 M
Na0
,r Vj 5
O'o¢er (305 snrn)
(2 M M¢
12'
{3�05 itt;7t,.i
6.4.3 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.
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7. LABELING:
7.1 Labeling shall be in accordance with the requirements 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 CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(847)664-3281
END OF EVALUATION REPORT-
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Exterior Research and Design,LLC. Evaluation Report 01506.01.08-R21
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