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FL# FL10674-R13 j
Application Type Revision
Code Version 2017
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Application Status Approved
Comments i
Archived
Product Manufacturer Owens Coming
Address/Phone/Email One Owens CorningParkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning�com
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Technical Representative Mel Sancrant
Address/Phone/Email 1 Owens Corning PKWY
Toledo,OH 43659
(419)376-8360
mel.sancrant@owenscornig.com
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Quality Assurance Representative
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Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a lorida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report Hardcopy Received
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Florida Engineer or Architect Name who developed the Robert J.M.Nieminen
Evaluation Report
Florida License PE-59166 i
Quality.Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 05/16/2020
Validated By John W.Knezevich;PE
j' Validation Checklist-Hardcopy Received
Certificate of Independence FL10674 R13 COI 2017 O1 COI Nieminen.Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D71582011
Equivalence,of Product Standards
i Certified By
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Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017 ;
Summary of Products'
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FL# Model,Number or Name Description
10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,5-tab,laminated,starter and hip&ridge shingles.
Shingles and Starters
Limits of Use Installation Instruction's'
Approved for use in HVHZ: No FL10674 R13 II 2017 10 FINAL ER OC ASPHALT
Approved for use outside HVHZ:Yes SHINGLES FL10674-1113.bdf
Impact Resistant: N/A Verified By: Robert J. M.Niemineh PE-59166
Design Pressure: N/A Created by Independent Third Party:Yes
Other: Refer to ER,Section S. Evaluation Reports '';
FL10674 R13 AE 2017'1.0 FINAL ER OC ASPHALT
SHINGLES FL16674-R13.Ddf
Created by Independent Third Party:Yes
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Contact Us^.2601 Blair Stone Road,Tallahassee FL-32399 Phone:850-487-1824
The State of Florida is an WEED employer.Cooyrlatit 2007-2013 State of Florida.::Privacy Stat'e'ment::Acci!ssibllity Statement;:Refund Statement
Under Florida law,ernall addresses are public records.If you do not want your e-mail address released irilresponse ta;a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone.orby traditional mail.If you have any questions,please contact 850.487:1395.'`Pursuant to Section
455.275(1),Florida Statutes,effective.October 1,2012,licensees licensed under Chapter 455,F.S.must provide the,Department with an email address If they have
one.The emails provided may be used for of8tial communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public!To determne if you are a licensee under Chapter 455,F.S.,
please dick here. I'
Product Approval Accepts:
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EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Auth.1k tion#9503
®rh p 353 CHRISTIAN STREET, UNIT#13
Q0�TRII all ER� OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Owens Corning Evaluation Report 037940.02.12=R8
One Owens Corning ParkwayFL10674-1113
Toledo,OH 43659 Date of Issuance:02/06/2012
(740)4047829 Revision 8: 10/09/2017
SCOPE: II
This Evaluation Report is issued under Rule 611320-3 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 6th Edition (2017) Florida Building Code
sections noted herein.
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DESCRIPTION: Owens Corning Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredit)d Quality Assurance Agency noted
herein and FBC 1507.2.7.1/R905.2.6.1.
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 eachlCode Cycle.
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ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylIERD 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 olf the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared b
r:%
'S+c��vIW,
Robert J.M.Nieminen,P.E. ThiifacsimilesealappeatingwasauthorizedbyRohert
Florida Registration No.59166,Florida DCA ANE1983 "�������`" Nleminen,P.E.on 10/09/2017.This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE'
1. Trinity)ERD does not have, nor does it intend to acquire or will it acquire, a financial iInterest iril any company manufacturing or
distributing products it evaluates. ;
2. Trinityl 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.
5. 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.
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TRINITY I ERD
ROOFING SYSTEMS EVALUATION:
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1. SCOPE:
Product Category: Roofing
Sub-Category: Asphalt Shingles
ComplianceStatement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning,have demonstrated
compliance with the following sections of the 6th Edition (2017) 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 Prope Standard Year
1507.2.5,R905.2.4 Physical Properties A5TM D3462 2010
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011
3. REFERENCES:
Enti Examination Reference Date
UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007
I UL LLC(CER9626) Physicals&Wind Resistance 20120516-1124531 05/16/2012
UC LLC(T5T9628) 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
UL LLC(TST9628) Physical Properties Classification letter 10/02/2015
Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs it Various
UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme*are fiberglass reinforced,3-tab asphalt roof shiigles.
4.1.2 Berkshire*are fiberglass reinforced,4-tab asphalt roof shingles.
4.1.3 Devonshire-are fiberglass reinforced,5-tab asphalt roof shingles.
4.1.4 Duration®, TruDefinition* Duration, Duration® Premium Cool, TrUDefinitior* Duration* Designer Color
fCollection, TruDefinition*Oakridge, Oakridge* and WeatherGuard* HP are fiberglass reinforced, laminated
asphalt roof shingles. !
4.2 Hip&Ridge Shingles:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard* HP Hip & Ridge Slhingle"s, ProEdge Hip & Ridge
Shingles and DuraRidgell Hip&Ridge Shingles are fiberglass reinforced,hip and ridge,asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip,Shingle,Starter Strip Plus and Starter Shingle Roll are starl er strips for asphalt roof shingles.
S. LIMITATIONS:
51 This is a building code evaluation. Neither TrinitylERD 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
j for permitting or design guidance unless retained specifically for that purpose:,i
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
1�
5.3 Fire Classification is not part of this Evaluation Report;refer to.eurrent Approved Roofing Materials Directory
for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization M03 6"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Coming Asphalt Roof Shingles ! + Revision 8-.10/09/2017
Page 2 of 8
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TRINITY 1 ERD
5_4 Wind Classification:
5.4.1 All Owens Corning asphalt 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 use in all wind zones up to Vasil = 150 mph (Vult = 194 mph)„ Refer,to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter•;Strip Plus noted herein are
Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM'63161,!Class F, 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.
5.4.3 Classification by ASTM D71SS applies to exposure category B or C,as defined,in FBG 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 fordata spiecificto,each shingle.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in aIccordan'Ce with F.A.C.Rule 611320-3.
j 6. INSTALLATION:
6.1 Underlayment: I
6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold currerit Florida Statewide Product
Approval,or be Locally Approved per Rule 61G20-3,per FBC 1507.2.3,1507.2.4or R905.2,3.
6_2 Asphalt Shingles:
6.2.1 Installation of asphalt shingles shall-comply with the Owens Corning Current ipublished instructions, using
minimum four (4) nails per shingle in accordance with FBC 150712.7 or Ft905.2.6, with the following
exceptions:
➢ Berkshire shingles require minimum five(5)nails per shingle.
➢ WeatherGuardm HP shingles require minimum six(6)nails per shingle.
➢ Devonshire-shingles require minimum six(6)nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five i(5)nails;per strip.
Refer to Owens Corning 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
j required. See figures below for details.
6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus:
Felt underlayment 1 Deck FeRunderdymelt Duk SeMedhered
weathelo"
i Self-adhered j undodaymem
WeatherLocke ;I
underlayment
Drip,_ Ddp edge
edge .r Dnp edge Drip— •
edge
Nails locatedH5 b located
2'-3"from save from ewe
install first Self-sealing adhesive I Sd(aealkngedhestve
Starter Strip positioned along eave lei firstStarter5trip Plus poiidoned along cave
shingle with with V removed
6"removed
Starter Strip shingle overhangs eaves and rakes bi—i'a' StarterShlp Plus overhangs eaves andrakos vb-314-
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Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9S03 6EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 3 of 8
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TRINITY 1 ERD
6.2.6 Minimum Nailing—Classic®&Supreme:
Normal Mansard or Aroa pareNormal' I Mansard ar Area p
Wien
nd Area High Wind daavanas y wind Areas High YWild do.%. y
Ana pare vienfos,ormefea Areae vlontos htalYes Area pare vfv»tosloormafed Arms W..'./uertos
2" 81 t` 2' t'
tt• it• t2-r uie•
II. . .
5"Ex
p-osuro
6 6J8°Exposure II
ExpeaieJdn Eirposleida
6.2.7 Minimum Nailing—Berkshire®:
j $eahnlstFip- Sealant strip
iaiira'dcss8ada latpodeselladw
Bye I've 8 yt 8lN J � owl
a
a '
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Standard Fastening Pattern 6-Nail Fastening Pattern
Seatani,sirip
!e tlra do sellador
�-------►• s- _10A !'►• I
�r;B:Vt' - BYt' e•Yt' 8 vi' i�
•
Y' Asphad ro6rm0 camanj
Comtntt+da tochode atfaRo
Mansard or Steep.5lope Fastening Pattern)
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Exterior Research and Design,I.I.C. "Evaluation Report'O37940.02.12-R8
Certificate of Authoriratlon#9503 6r"EDITIOM(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Corning Asphalt Roof Shingles I Revision 8:10/09/2017
Page 4 of 8
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TRINITY ERS
6.2.8 Minimum Nailing—Devonshire'"":
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r 7n ott ett pn ,n tt
dews I I
r � !Nails
...... I r
53/8'exposure Sealant l0eation
Fxposici6n de 5 3/8 pulg Ubleatibn del sellador sx• 6.
:Ten 1"S ois'of, halt Roof Cement
iStandard 6-Nail Fastening Pattern Mansard for Steep Slope Fastening Pattern
6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & Tru Definition®
I
Duration Designer Color Collection:
4,Nali.FasteningyPattem �I 8•N91I Fastening Pattern
..-SuntNan9hahninp ares width sunNauatastenmp arta WlN
` WII,rygW Nal.lywal
tr _ 1" t" tr ti- 1-
. a!,Sw•0."Oca�npmtxh+,
c_tlr
Standard Fastening Pattern 6-Nail Fastening Pattern
I F.astening!ftirSlopcs GrcateThan21:12 I
SureNillH laWMd9wa wlN +
w5,ryPwl
12' 1-
r,
rOm 1'1pnb'otAfpua Rootng Gm/M
Mansard or Steep Slope Fastening Pattern
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Exterior Research and Design,U.C. :Evaluation Report 037940.02.12•118
Cert/flcoteofAuthorizotion#9503 6EDITION(2017)FBC NO,N-HVHZ EVALUATION it F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 5 of 8
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6.2.1 Minimum Nailing—TruDefinition■Oakridge®,Oakridge®:
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4 Nail Pattern 6`Nali MOW
Esqusma'con 4,clavos, Esquema'corr 6 clavos
14—' ir.-a►1. fF-"12'� r i r
,z >{ ice— 12,--3►{
6Sign Exposure^; NSiis 66/8r'Exposum_ Nags
SgwtelMd66618p!p8^ CID 66/8 Exposure j Clavas PM
re
Expostcfoade66/8_pulg. Exposfa'dn de 6610pidg
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Standard Fastening Pattern 6-Nail Fast6ning Pattern
Fastonlnp for 8lop■9 Greater Than 21,12
i _._ - _ iur.tuiUntntrninger.owicin .
� Nat4'Nt?Nrl
� ..tr. iz- ta' �I 7•
I
'. .sti-a.w wa. .. ::�:... �..r�oie-no^.. •.: arornw Gnw --,■.
d W
0 ?.
Fan t'Spats—FAI Noo71n0 Camsnl
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing—WeatherGuard®HP:
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�■ _ QIngle 61de Vl m
II
a;. • • . Fi�twwr.,7l�w�t`IWiI1in:',
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Exterior Research and Design,U.C. Evaluation Report.037940.02.12-R8
Certificate of Autharfzatlan#9503 67H EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
j Page 6 of
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TRINITY I ERS
6.3 Hip&Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, Weathe' rGuard�,HP Hip and Ridge Shingles
and. ProEdge Hip & Ridge Shingles shall comply,with the.Owens Corning current published instructions,
using four (4.) nails per shingle. installation of Dura Ridge'"' Hip & Ridge Shingles ,shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
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.
6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge:
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FIT 7, 4 Fig.2'
�— RcvalrelpVWld
blraidisn A To lView `.. SideView
War MAI.
Top LaNn7A t_
iota
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DD" Iasi
1 ....
'7,, �i •I i I
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6:3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge:
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Fig.G Hip,&Ridge Shingle Fastening
Fig.'A
P, I, TopVbvf 1
Di�edbn A_
A '
Nags '� Nalb
V
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a. . r .C' '
i' `i' ♦ ♦ ISP i
8 .Eryosuro I i
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Exterior Research and Design,LLC. ! !Evaluation Report 037940.02.12-118
Certfflcate ofAuthorirotion g9S03 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-1113
Owens Coming Asphalt;Roof'Shingles Revision 8:10/09/2017
Page 7 of 8
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�:.' TRINITY�ERa
6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles:
Prevailing Standard I j„
Wind DirectionFastening
Sealant Strip Pattern
.�� e•Exposuro ;,
Sealant
Fasten 7'1r 7'h B'Exposure
Cover Exposed I j
Fasteners wit
Roof Cement ill 12"
6.3.6 Minimum Nailing—DuraRidgel Hip&Ridge Shingles:
Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning
{ published installation instructions for their minimum requirements.
pp��aralingwlndtNixoan lTop.view j,'
Dlraaiondamimnmd�ranc II Y fupWn e�An • 1 Iq
Oirnodtn dal�itnto pradxnimnm
p .id's„ewenh CalringSutW 0-
----------------
"-A
P1O----------A I 1 I
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4 vim o v
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7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
'herein.
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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.
8. 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 CA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
i requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(631)546-2458;Kanchi.Agrawala-Dokania@ul.com
END OF EVALUATION REPORT-
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Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6°1 EDITION(2017)FBC NON-HVH2 EVALUATION FL10674-1133
Owens Coming Asphalt Roof shingles Revision 8:10/09/2017
Page 8 of 8
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MIAMD�AD � MIAMI RADE COUNTY
•L PRODUCT,CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805-SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION i
Miami,Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) T(7'96)3152590 F(786)315-2599
Sun-Tek'Manufacturing,Inc.
10303 General Drive,
Orlando;FL 32824
j SCOPE: I i
' 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-bade 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
j accepted manner,the manufacturer will incur the expense of such testing and/the AH7 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.
j 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 04,201 S.'signed and sealed by James
I D. Wells, Jr., P,E., on May 04, 2015, bearing the Miami-Dade County Product Control Revision stamp with the
j 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 Control Approved'I,unless;otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been!filed,•and there has been no
j 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
imaterials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
1 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-Dude 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. I�
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shalt be available for inspection at the job site at the request of the Building Official.
e
This NOA revises NOA# 13-1010.09 and consists of this page 1, evidencIe� submitted pages &I, E-2, & E-3 as
well as approval document mentioned above. j
The submitted-documentation was reviewed by Helmy A.Makar,P.E.,M.S.
t l •ion No. 10/10/2 09
18
MIAMt•DADi COU /7.R�-�'� ;Expiration Date: 10!10!2018
Approval Date: 09/03/201.5
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Sun-Tek Manufacturinu,Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0425.05
A. ; DRAWINGS
1. Drawing No. STI-00000290-SHTIISHT2, titled "ICMG"�!sheet 1.,& 2 of 2,prepared by Sun-
Tek Manufacturing, Inc, dated-06104107, with last reviston dated 08107107, signed and sealed
by James D. Wells,Jr., P.E. !
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j B. TESTS(submitted under NOA#02-0729.07)
1. Test Report on Large Missile Impact Test per PA 201, Cy0c Wind Pressure Zest per
PA 203 and Uniform Static Air Pressure Test peal 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 cuing and curbing to decking, dated
08113107, signed and sealed by James D. Wells,Jr., P.E.
i D. MATERIAL CERTIFICATIONS(submitted under NO IA#02-4729.07)
1. Die drawings No. STI-214 of Deco Ring,prepared�y Sun-Tek Manufacturing, Inc. on
6119195. i
2. Die drawing No. STI-205 of Curb Frame prepared lb y Sun-'Tek Manufacturing, Inc. on
12126196.
E. STATEMENTS(submitted under NOA#02-0729.07)
1. Code compliance and No Interest letter issued byPro ductlTechnology Corporation on
I 08127102, signed and sealed by R. J. Quiroga PE
F. OTHER .
1. NOA renewal request letter issued by Sun-Tek 11Manufacturing; Inc., dated 08116107,
signed by James Feudner. j
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL'#11-0601.03
A. DRAWINGS
1. Drawing No. STI-00000290-SHTIISHT2, titled "ICMG'; 'sheet 1 &2 of 2,prepared by
Sun-Tek .Manufacturing, Inc., dated August 07, 2007, yOith last revision "A" dated
. October 14, 2011, signed and sealed by James D. Wel1s, A
RE
(j4MImy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0513.09
Expiration Date: 10/10/2018
Approval Date; 09103/2015
i
� I ,
Sun-Tek Manufacturing Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
I ,
B. ; TESTS ;
1. Test Addendum for Test Report NCTL 210-2760-1, prepared by national Certified
Testing Laboratories, dated October 17, 2011, certi ing I the interlayer thickness,
signed by Mark Bennett, Manager of Testing Services(see NDA4I1-0601.02).
C. CALCULATIONS
1. None. 1
D.-I QUALITY ASSURANCE
i 1. By Miami Dade County Department of Permitting, Environment, and Regulatory
Affairs (PERA).
E.. MATERIAL.CERTIFICATIONS
1. None.
3.- EVIDENCE SUBMITTED UNDER PREVIOUS APPR VAL#;12-1011.16
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 Tames D. Wells, Jr., P.E.
„
B; TESTS
1. None. '
i
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
I .
� F. OTHERS I
1, A compliance letter, prepared by J& L Wells ConsultinglLLC; 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 Chrrstopher Bennett.
I
elmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No. 15-0513.09
Cxpiration'Date: 10/1.0/2018.
Approval Date: 09/03/2015
E-2
i
i j ,
� I "
Sun-Tek Manufacturing,Inc.
I
NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED
4. , EVIDENCE SUBMITTED-UNDER PREVIOUS APPROVAL#13-1010.09
A. DRAWINGS ! '
1. Drawing No. STI-00000290, titled "]CMG", sheet I & 2'6f 2, prepared by Sun-Tek
Manufacturing, Inc., dated August 07, 2007, with ;Mast revision "A" dated May 03,
2012, signed and sealed by James D. Wells, Jr., P.E.
I
B. TESTS'
1. Test Report on Large Missile Impact Test per PA 204 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'09/13/13, 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 L'i'ner"prepared by National
Certified Testing Laboratories, Report No. 210-3915-02, dated.09/13/13, revised'on
02126114, signed and sealed by Gerard J. Ferrara, Pi E., on,02128114.
C. CALCULATIONS
1 1. Anchor Calculations for attachment of skylight to cisbing and curbing to decking, dated
i
10/03113, 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. MA'T'ERIAL CERTIFICATIONS
1. :None.
& NEW EVIDENCE SUBMITTED
All 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. on May 04,;.2015.
B'. TESTS
1. None. i
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE f
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
elmy A.Makar,P.B.,M.S.
Plroduct Control Section Supervisor
NOA No. 15-0513.09
Ezpiratlon Date: 10/10/2018
Approval Date: 09/03/2015
I E-3
PART NAME:ICMG SKYLIGHT ASSEMBLY FILE NAME:ZADWG\DWG\ACAD 2000 DRAWINGS\DADE COUNTY ICMG STI-00000290-SHT1 I SHEET 1 OF 2 DWG.NO.STI-00000290-SHT1
DECO CUP 0.075
60837.6AWMINUM _ _ 17/3Y
SILICONE BEDDING
OUTBOARD DSB - GLASS BITE - - (CONTINUOUS) - -- - - -
SILICONE TEMPERED SWIGGLEINSULATEO
TOPAND BOTTOM m GLASS SPACER(CONTINUOUS) STI-214 DECO RING 0.050 MITRED
OF POLYCARBONATE AND WRAPAROUND
(CONTINUOUS) 6063 743 ALUMNIUM 1.55'WIDE X 1.18'HIGH
INSULATED AIR SPACE INSULATED AIR SPACE 182 BOLT W1 NUT
± _ ARGON GAS FILLED ARGON GAS FILLED (7)PER SIDE
TT 0.125X 2.6063T.6
INBOARb DSB ao ALUMINUM FLAT BAR CUT
STI-205(0.060')MITERED AND STI-6 GLASS TEMPERED ? WITH WELDED CORNERS
WELDED CORNERS EPDM GASKET
2.45°WIDE X 3.93'HIGH
6063 T-6 ALUMNIUM
CONTINUOUS WOOD LINER STI 401-
1.16'WIDE X 0.935 HIGH 912 X1!4'
MAX.
.177 POLYCARBONATE SHEET HEAD S PHILLIPSW(5)PAN
PALRAM PALSUNOR HEADscREW(5)PERSIDE
SHEFFIELD MAKROLON GP OR
1.11'MIN.
SABIC LEXAN 9034 EMBEDMENT 2X CURB HEIGHT TO BE
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 t80 PSF. FLA SHINceYOTHERSIN
LARGE MISSILE IMPACT RESISTANCE ACCORDANCE WITH NRCA
SHINGLES
(SEE NOTE 1) BUTYL
SEALANT(CONTINOUS)
�MIN.
EMBEDMENT
Engineer of Record Av NOTE:
James D.Wells,Jr.,P.E.. _ _ a'min (1)ALL ROOFING DETAILS SHALL COMPLY WITH ROOF DECK
-- - - -- PrOIrUsIOn _ CHAPTER15-0F-THE-2014 FLORIDA BUILDING518IM
_CODE = - 'MIN
Professional Engineer No:53616- - . _ _PRODULTRBV1SM= _ _
(2)4"MINIMUM DISTANCE FROM ANGLE LIP TO ROOF Bs ongldingA gwilhlha Flom §`
f. ` O�VID
`F'g
_ SURFACE IS FOR SHINGLE OR B.U.R.WITHOUT Acapfwcallo -oS$./9 ,rte ���Ek ''��;/�
J&L Wells Consulting LLC INSULATION:FOR INSULATION-AND TILE ROOF ADD - _ -- Bxptre�ln"D.lo /8 *y_- _
1453 Arbitus Circle TILE HEIGHT AND INSULATION THICKNESS TO 4'. BYY - - o' 3616
lu
(3)ANCHORS TO BE MADE FROM NON-CORROSIVE MATERIAL I r "Ic""Irol =
Oviedo, FI. 32765 COMPATIBLE WITH ALUMINUM. ► sTe kI
(407)496-5489 (4)NO ONE-THIRD INCREASE IN THE DESIGN PRESSURE WAS USED. :�� •c7aRN�' 6Z`
Certificate of Authorization (5)TESTED TO TAS 201,TAS 202 AND TAS 203. �i/�j`--._..• �i���
No.27162
REVISION` o .,WAS 1,z.& REVISION: PRODUCT NAME:
REVISE 9HT.20F 2 I C M G SUN-TEK MANUFACTURING, INC.
I
BY: BSD DATE: 08/07/07 1 BY: DATE: DRAWN BY:JWF DATE: 05/03/201 DWG NO.STI-00000290-SHT1 REV. A 10303 GENERAL DRIVE ORLANDO,FL 32824
PART NAME:ICMG SKYLIGHT PLAN VIEW FILE NAME:H:1DWG1DWGIACAD 2000 DRAWINGSIDADE COUNTY ICMG STI-00000290-SHT2 SHEET 2 OF 2 DWG.NO.STI 00000290 SHT2
51.375 DECO RING 0.050 6063 T•8 ALUMNIUM
M ax..- _ _ = DESIGN PRESSURE RATING t80 PSF. SILICONE BEDDING(CONTINUOSy
-- :------ - - MITERED ANO WRAP AROUND
LARGE MISSILEIMPACT RESISTANCE-- -` – --DECO CLIP 0.075' -- _—_
OUTBOARD GLASS
t SILICONE TOPAND BOTTOM DSB TEMPERED(116")
OF POLYCARBONATE
(CONTINUOS) -
10.84375T 10.843754 28-32 x 1 eo.11 nut INSULATED AIR SPACE B r
4.00Engineer!of Record V)perslde ARGON CAS FILLED
-10.84375 10.84375 4'00 4.00 James D.Wells,Jr.,P.E.
_� OAM X 2'ALUMNIUM FLAT BAR
— — — — Professional Engineer No.53616 6063 T-6 BUTT WELDED CORNERS INBOARD DSB
_ 3716 GLAS9 TEMPERED(1l87
STI-205(0.08n MITERED GASKET
�T AND WELDED CORNERS
7,23 I J&L Wells Consulting LLC WOOD LINER
]CMG 4949 I 1453 ArUtus Circle 612X2'PHILLIPS PAN
HEADSCREW AL AMPALSUNOR I➢iEET
Oviedo, FI.32765 PANMIPAL4 NOR
sH�1anNAlaowr+rrPDR
#12X2PHILLIPSP HDSCREW (407)496=5489 SASCIFxAr"
7.23 112 x 1 112 closed cell PVC
FASTENED SKYLIGHT TO CURB Certificate of Authorization ACCORD NC OTHERS IN Ioem Mpo
(5)PER SIDE ACCORDANCE WITH NRCA
No.271
610X2-1rr DECK SCREW
#832 X 314 BOLT W1 NUT ATTACHES 7.23 \\\\,(6$DAV)�WF(�s%� 4"rain (�PER SIDE
LBYOTHERS(APPROVEDIGHT TUNNEL L
FRAME TO ALUMINUM BAR `���) �,��I&N�a %��� roof Surface to lipBY DAOE COUNTY)
51,375 (7)PER SIDE =* ROOFING FELT
R'� 0.53616
7.23 = 6HINGLE1(1)
1 2XCURB HEIGHT TO BESUFFICIENT TO _
1 'Coif MAINTAIN 4'MINIMUM CLEARANCE
DAYLIGHT OPENING i L� �� _� BETWEEN ROOFSURFACEAND
CURB
455'(MAX)X 45.5"(MAX) � '�� ��`0R(fli`` '�`�� SUPPLIED BYOTHST LIP OF ER3(APPROVED BY _
7.23 //�'QNA�.�`\\ti\ DADECOUNT1)
CURB TO DECK FASTEN ERS ����j()((�5�,` ROOF DECK 5B'MINIMUM Bum min
#10 X 2.6' SEALANT o
rotrusion
1 723 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
__ 4•—J 51.375 x 51.37 4949 5 5 8 B 7 7
5.93=— — — — — A8.375)(-48;3761=4646